performance of agriculture in river basins of tamil nadu in the last

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1 Performance of Agriculture in River Basins of Tamil Nadu In the last three Decades A Total Factor Productivity Approach A Project Sponsored by Planning Commission, Government of India Research Team K.Palanisami C.R.Ranganathan A.Vidhyavathi Rajkumar.M N.Ajjan Final Report March 2011 Centre for Agricultural and Rural Development Studies Tamil Nadu Agricultural University Coimbatore 641 0013

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1

Performance of Agriculture in River Basins of Tamil Nadu

In the last three Decades – A Total Factor Productivity

Approach

A Project Sponsored by Planning Commission,

Government of India

Research Team

K.Palanisami

C.R.Ranganathan

A.Vidhyavathi

Rajkumar.M

N.Ajjan

Final Report

March 2011

Centre for Agricultural and Rural Development Studies

Tamil Nadu Agricultural University

Coimbatore – 641 0013

2

Acknowledgement

The authors express their sincere thanks to Planning Commission, Government of

India for providing necessary financial support to carry out this study. The authors

express their sincere thanks to Tamil Nadu Agricultural University for providing

necessary facility to carry out the research work.

3

CONTENTS

S.No CHAPTER Topics Page

No.

1 I 1. Executive Summary 1

2 II 2. Introduction 7

3

III

3. Objectives 10

3.1. Review of Past Studies: TFP measures

4 IV

4. Data Envelopment Analysis (DEA) 17

4.1. Input and output orientations

5

V

5. Profile of the Study Area: Tamil Nadu

27

5.1. Principal crops and production

5.2. Irrigation

5.3. Problems facing Agriculture in the State

5.3.1. Land degradation and soil quality

5.3.2. Wastelands

5.3.3. Pollution

6 VI 6. Profile of River Basins of Tamil Nadu 35

7

VII

7. Methodology

38

7.1. Estimation of basin areas and proportion of

basin areas in each district of Tamil Nadu

7.2. Conversion of district-wise data to basin-wise

7.3. Estimation of Malmquist Index of Total Factor

Productivity Growth in Agriculture

7.4. The Malmquist TFP Index

8 VIII

8. Basin coverage 44

8.1. Time period

9

IX

9. Output Series

9.1. Total inputs

45 9.1.1. Labor Input

9.1.2. Land Input

4

S.No CHAPTER Topics Page

No.

9.1.3. Chemical Fertilizer input

9.1.4. Irrigation Input

9.1.5. Livestock inputs

9.1.6. Units of variables

10

X

10. Results and Discussions

47

10.1. Summary Statistics

10.1.1. Crop output

10.1.2. Livestock output

10.1.3. Net Sown Area and net irrigated area

10.1.4. Fertilizer Usage

10.1.5. Labour input

10.1.6. Cattle and poultry input

11 XI

11. Liberalization policies and their effects on

agriculture in the river basins 56

12 XII

12. Comparison of crop out per unit of sown area

and per unit of water potential 67

13

XIII

13. Results of TFP analysis

71 13.1. Overall TFP growth

13.2. Individual basin TFP

13.3. Growth rates of TFPs

14 XIV 14. Cumulative TFP indices 82

15

XV

15. Results of DEA analysis

86

15.1. DEA with VRS technology and Output

Orientation.

15.2. DEA with VRS technology and Input

Orientation.

16 XVI 16. Summary and Conclusion 94

17 XVII 17. Policy recommendations 98

18 XVIII 18. References 100

5

LIST OF TABLES

Table

No List of Tables

Page

No

1 Total Factor Productivity trends for crops in selected states 13

2 Land Use Pattern in Tamil Nadu (Lakh ha) 28

3 Land Holding Pattern in Tamil Nadu 29

4 Status of Principle Crops in Tamil Nadu 30

5 Reduction in Per Capita Availability of Water in Tamil Nadu

31 6 Season wise Rainfall in Tamil Nadu (mm)

7 Irrigation Status in Tamil Nadu ( Area in lakh ha)

8 Change in Availability of Groundwater in Tamil Nadu 32

9 Major River Basins of Tamil Nadu 35

10 Area and Rainfall of the River Basins 36

11 Surface and Groundwater Potential of the River Basins 37

12 Summary Statistics Crop output (Rs.Crores) 47

13 Summary Statistics - Livestock output (Rs.Crores) 51

14 Summary Statistics - Net-Area-Sown-Input (Area in ha) 52

15 Summary Statistics - Net Irrigated Area Input (Area in ha) 53

16 Summary Statistics - NPK-Value-Input (in lakh tonnes)

17 Summary Statistics - Labour input (in Numbers) 54

18 Summary Statistics - Cattle-Input (in Numbers) 55

19 Summary Statistics - Poultry-Input (in Numbers)

20 Crop output (Rs. In crores) in the pre and post liberalization periods 57

21 Livestock output (Rs. In Crores) in the pre and post liberalization periods 59

6

Table

No List of Tables

Page

No

22 Net area sown (Area in ha) in the pre and post liberalization periods 60

23 Net area irrigated input (Area in ha) in the pre and post liberalization periods 61

24 N, P, K input (in lakh tonnes) in the pre and post liberalization periods 62

25 Labour input (number) in the pre and post liberalization periods 63

26 Cattle input (number) in the pre and post liberalization periods 64

27 Poultry input (number) in the pre and post liberalization periods 65

28 Value of crop output per ha. of sown area 67

29 Value of crop output per MCM of water potential 69

30 Mean Technical Efficiency Change, Technical Change and TFP Change, during

three decades in the seventeen river basins of Tamil Nadu 75

31 Table Mean TFPs in three periods 77

32 Growth rates of TFPs 80

33 Output Oriented VRS DEA model scores for the River basins of Tamil Nadu 87

34 Output Oriented VRS DEA model –benchmarks and projected values 89

35 Input Oriented VRS DEA model scores for the River basins of Tamil Nadu 91

7

LIST OF FIGURES

Figure

No List of Figures Page No

1 Map of Tamil Nadu State 27

2 River Basins of Tamil Nadu 35

3 Crop output in Small Basins during 1975-76 to 2005 - 06 48

4 Crop output in Medium Basins during 1975-76 to 2005 – 06 49

5 Crop output in Large Basins during 1975-76 to 2005 - 06 50

6 Crop output/ ha of net sown area 68

7 Crop output/per unit of water 70

8 Trend in Total Factor Productivity Index in Small basins during 1975-

76 to 2005 - 06 72

9 Trend in Total Factor Productivity Index in Medium basins during

1975-76 to 2005 - 06 73

10 Trend in Total Factor Productivity Index in Large basins during 1975-

76 to 2005 - 06 74

11 Cumulative TFP Indices in Small basins during 1975-76 to 2005 – 06 83

12 Cumulative TFP Indices in Medium basins during 1975-76 to 2005 – 06 84

13 Cumulative TFP Indices in Large basins during 1975-76 to 2005 - 06 85

8

CHAPTER I

Executive Summary

1. Introduction/Objectives

Tamil Nadu has 17 major river basins and most of them are water stressed. Agricultural

sector consumes about 75% of the water resources. Agriculture sector faces major constraints due

to water scarcity. There is growing demands for water from industry and domestic users and also

interstate competition for surface water resources also intensifies. Given the state water policy,

priority is given for domestic use followed by irrigation and industry etc. indicating that

agricultural sector has to manage the scarcity in the future. Further the canal systems have poor

water control and management. Also, out of the 1.8 million wells, about 0.16 million wells are

defunct in the state as the water table is fast declining. Again, out of the 385 blocks in the state,

90 are dark (extraction exceeding 100% of the recharge, 89 are grey (extraction exceeding 65%)

and the rest are white where the extraction is less than 65%.

Given all these constraints and scarcities for the existing water supply scenarios, what is

needed is the clear understanding of the value of water in alternate uses as well as the incentive to

allocate the water among competing crops and uses in different river basins. However, currently

the available information is related to the administrative boundaries such as districts, which as

such are difficult to relate with the river basin boundaries. Hence, it is important to reorient the

district level data to basin level for making basin level interventions. This will also help to work

out the performance of both irrigation and agriculture sectors at basin level.

Accordingly the main objectives of the study are as follows:

i) To analyze the agricultural growth in all the 17 river basins of Tamil Nadu using the

total factor productivity approach,

ii) To study the income inequality in all the river basins of Tamil Nadu, and

iii) To suggest policy options to improve the productivity of agriculture in the basins.

iv) To assess the performance of agriculture, apart from growth rates, total factor

productivity (TFP) was mainly used employing Data Envelopment Analysis (DEA).

These objectives are set with a view to provide guidance in policy planning in river

basins. Since the main objective of the study is to study agricultural growth in major river

basins, historical data on agricultural production for the past three decades were used.

District-wise data on agricultural production available from various government

publications are the primary data for the present study.

9

1.1. Methodology

All the 17 river basins of Tamil Nadu constituted our study area. They were Chennai

basin, Palar basin, Varahanadhi basin, Ponnaiyaar basin, Vellar basin, Paravanar basin, Cauvery

basin, Agniyar basin, Pambar and Kottakaraiyar basin, Vaigai basin, Gundar basin, Vaippar

basin, Kallar basin, Thambaraparani basin, Nambiar basin, Kodaiyar basin and Parambikulam

Azhiyar Project (PAP) basin. The study covers the period of 1975 -76 and 2005 -2006, which

concerned with important changes in agriculture due to liberalization of trade and reforms in

investment, initiation of privatization, tax reforms and inflation controlling measures. The study

used two output variables, viz., crops and livestock output variables. The output series for these

two variables were derived by aggregating detailed output quantity data of all agricultural

commodities. Area under each crop was multiplied by the constant prices of respective crop to

arrive at agricultural output. Total inputs use in agriculture included of labor, land, chemical

fertilizers, and irrigation area were used.

The district-wise data was first converted into basin-wise data based on the area of each

basin falling under each district. Total factor productivity (TFP) for each basin for each year was

computed using Malmquist index methods. This approach employs data envelopment analysis

(DEA) which a non-parametric method. The Malmquits index is computed by using the formula

,

,

,

,

,,,,

2/1

ssto

ttto

ssso

ttso

ttssoxyd

xydx

xyd

xydxyxym

Where the notation ),( ttso yxd represents the distance from the period t observation to the

period s technology. A value of mo greater than one will indicate positive TFP growth from

period s to period t while a value less than one indicates a TFP decline. These distance functions

are obtained by solving linear programming models derived from DEA methodology.

1.2. Findings/Conclusions

There was wide range of crop and livestock outputs in all the river basins. Though net

irrigated area increased over the decades, there was not much increase in net sown area. This

was supported by the minimum of coefficient of variation. In addition, there was considerable

increase in intake of NPK fertilizers in all river basins.

As the decades under consideration were after green revolution, the intake of inorganic

fertilizers had increased due to increase in area under high yielding varieties and area under

10

irrigation. There was tremendous increase in poultry population in Tamil Nadu especially in

Cauvery basin and P.A.P basin. Only after 1990s, there was wide fluctuation in crop output in

all the river basins. Before 1990s, the trend was smooth. The same trend was also noted in

livestock output.

Though net irrigated area has shown positive trend in pre liberalization period and

negative trend in post liberalization period, the net sown area has sown negative trend invariably

in both the periods in all basins. As expected net irrigated area was increasing at declining rate

over the decades. After post liberalization period, the trend was vigorous. This was mainly due

to proliferation of wells particularly bore wells.

NPK consumption in agriculture was increasing at decreasing rate. Increase in net

irrigated area has led to increased consumption of fertilizers. After liberalization period, change

in labour use in agriculture was negative in few basins and was less in other basins compared to

pre liberalization period. In pre liberalization period there was positive percentage change in all

river basins. Comparing cattle input in base year and current year period, Tamil Nadu as a whole

showed negative change. In general, poultry population was increasing over the decades.

The total factor productivity indices of 17 river basins fluctuate during the whole period

of study. Technical efficiency change was further decomposed into pure efficiency change and

scale efficiency change. The TFP analysis showed that in Chennai basin agricultural production

is technically efficient as the TFP was more than 1. In Palar basin the range of efficiency change

was from 0.772 to 1.506. There was not much difference in TFP and other efficiency change in

pre liberalization period and post liberalization period.

It was more than one indicating that Palar basin was technically efficient in using inputs.

In Varahanadhi basin TFP was more than one in pre and post liberalization periods indicating

that the basin was technically sound. Though in Ponnaiyaar river basin average TFP was more

than one, in post liberalization period it was less than one i.e. 0.957. In pre liberalization period,

it was 1.229.

In Paravanar basin, the average TFP was 1.034 and there was slight difference in TFP in

pre (0.989) and post liberalization period (1.079). The efficiency change was one in both periods

and the change in TFP was due to technical efficiency change.

In Vellar basin the average TFP was more than one (1.070) in the last three decades.

There was no difference noted in pre and post liberalization periods. Nevertheless, the efficiency

change was less than one and the technical change was more than one. The average TFP was

nearing one in post libralisation period and it was above one in pre liberalization period (1.115).

11

Though technical change was more than one in both periods, the efficiency change was less than

one or nearing one.

There is a possibility for improving efficiency of inputs in Agniyar basin as there was

slight reduction in efficiency change from 1.013 (pre liberalization period) to 0.986 (post

liberalization period). Though average TFP was more than one in both periods in Pambar &

Kottakaraiyar river basin, there was slight reduction in TFP and technical change in post

liberalization period.

The same trend was noted in Vaigai basin as in case of Pambar & Kottakaraiyar basin.

Gundar river basin also followed the same trend as that of Pambar and Vaigai basin. The

average TFP for the last three decades was 0.99. In Kallar basin the changes in total factor

productivity was mainly due to technical change. As efficiency change was 1 and there was no

change in efficiency of inputs in last three decades, any development activity should focus on

technical improvement. In Nambiar basin changes in total factor productivity was fully

contributed by technical changes and not due to the efficiency of inputs in agriculture and allied

sector. There was no change in TFP in two periods indicating that there was not much change in

technology adopted by the farmers. Efficiency of inputs also needs attention, as it remained

same in both the periods. In Kodaiyar basin also changes in total factor productivity was fully

contributed by technical changes and not due to the efficiency of inputs in agriculture and allied

sector.

P.A.P was the only basin in which the total factor productivity was less than one in pre

and post liberalization period. The average total factor productivity was 0.976 for the last three

decades.

All river basins had shown negative growth rate in pre liberalization period except P.A.P

basin. In post liberalization period basins, namely Chennai, Palar, Varahanadhi, Ponnaiyaar,

Paravanar, Vaippar, Thambaraparani and Nambiar river basins have shown positive growth rate.

All other river basins showed negative growth rate in post liberalization period. The positive

growth rate was mainly due to efficiency of inputs used for agriculture and livestock.

Efficiency change has contributed much to the total factor productivity. But overall

growth rate ie growth rate of total factor productivity for last three decades was negative for all

river basins except Nambiar and P.A.P river basins. However, most of the river basins have

shown total factor productivity more than one but there was no growth in the total factor

productivity in last three decades except in one or two basins.

12

1.3. Recommendations

1. Since crop and livestock are the integral components of agricultural production, it is

important to make developmental programs to be converging at basin level. All the ongoing and

proposed programs should have common linkages and aim to deliver the target output.

Livestock is the major supplementary income for farming community. As the number of

animals maintained by a farm firm is merely for meeting domestic needs and meeting daily

expenses. Dairying is not done as commercial activities by all farms. Farmers should be

encouraged to practice dairying as commercial venture by providing technical guidance and

credit facilities. Development of poultry industry in agricultural farms could lead to more area

under maize and other cereals and development of feed units. Training and technical expertise in

dairying and poultry will sustain marginal and small farming communities in Tamil Nadu.

2. The results of the DEA and TFP analyses help to identify the basins for efficient use of

the resources. Increasing the cropping and irrigation intensity will help some of the basins to

perform comparatively well. Hence using the results of the study the basins that have more

potential to improve the performance through efficient use of the resources such as water,

labour, fertilizer should be identified and interventions should be made to improve the

performance.

3. Technology package should be updated and made available for each basin and the cost

of transfer and adoption should be linked with the ongoing programs. Needed capacity building

programs should be in built using the existing KVKs and regional agricultural research stations.

4. Conservation programs such as watershed management and improved water

management techniques such as drip and sprinklers are still lacking behind due to poor

adoption. Future water related investment programs should therefore aim to develop strategies

and action plans to address the issue of efficient water allocation and management with the goal

of maximizing the productivity per unit of water. Given the existing water supply scenarios, the

demand management strategies will be considered more relevant for the efficient management

of the available supplies. Therefore, what is needed is the clear understanding of the value of

water in alternate uses as well as the incentive to allocate the water among competing crops and

uses in different river basins.

13

5. Creation of strong database at basin level is important incorporating the supply and

demand details of water crop, and livestock. Investment made, returns to investment in various

activities in the basin should be documented and analyzed periodically for making future

projects of the basin current and future potential.

6. Climate change will affect the water supplies and it is important to identify and

implement the various adaptation measures at both micro (farm) level and macro (basin) level.

This will help to improve the overall basin performance.

14

CHAPTER II

Introduction

2. Introduction

Tamil Nadu's geographic area consists of 17 river basins, a majority of which is water-

stressed. There are 61 major reservoirs; about 40,000 tanks and about 3 million wells that heavily

utilize the available surface water (17.5 BCM) and groundwater (15.3 BCM). Agriculture is the

single largest consumer of water in the State, using 75% of the State's water. Agriculture sector

faces major constraints due to dilapidated irrigation infrastructure coupled with water scarcity

due largely to growing demands from industry and domestic users and intensifying interstate

competition for surface water resources. In some parts of the state, the rate of extraction of

groundwater has exceeded recharge rates, resulting in falling water tables.

Water quality is also a growing concern. Effluents discharged from tanneries and textile

industries and heavy use of pesticides and fertilizers have had a major impact on surface water

quality, soils, and groundwater. The State Government has taken a number of progressive actions

on water resources and irrigation management, particularly through the World Bank-assisted

Tamil Nadu Water Resources Consolidation Project (WRCP). Tamil Nadu was one of the first

states to pass a groundwater bill, Procurement/Right to transparency act and a farmer‟s

management of irrigation systems acts. The State has prepared a planning framework for water

resources management, and a State Water Policy.

Given the geographical area of about 13 m.ha and the average annual rainfall of about

950 mm with bi-modal distribution, the surface water potential is estimated at 25000 MCM (893

TMC) and the ground water potential is about 22400 MCM (800 TMC). The demand for non-

agricultural purposes in year 2025 will be about 16500 MCM (589 TMC) and the demand for

agriculture purposes will be about 45000 MCM (1607 TMC) thus leaving a supply-demand gap

of about 14100 MCM (504 TMC) (29.7 %). Given the state water policy, priority is given for

domestic use followed by irrigation and industry etc. indicating that agricultural sector has to

manage the scarcity in the future.

The major issues with the canal systems are poor water control and management, inter-

sectoral water demand and the crop pattern with high water intensive crops such as rice,

15

sugarcane, banana, and turmeric. The irrigation efficiency is ranging from 40 to 50% only.

Compared to the annual operation & maintenance expenditure of about Rs 400 million,

The cost recovery is only about Rs.100 millions indicating poor maintenance of the

systems. In the case of tanks, the major issues are tank siltation, encroachment, poor system

management, and heavy dependence on rice cultivation. Out of 39200 tanks in the state, about 2

% are defunct in the tank intensive regions and about 67% in the tank-non intensive regions. This

is because, in a 10-year period, the tanks fill fully only in 2 years, partially fill in 5 years and fail

in 3 years. Mostly marginal and small farmers are distributed in the tank commands.

Water market is getting importance in the recent years mainly to supplement the

inadequate tank water particularly at the end of the rice crop period. Farmers normally spent

about 20% of their rice crop income for buying water from wells owners. Since only about 15%

of the farmers own wells in the tank command, there is great demand for well water. However,

there is scope to diversify the crop pattern due to growing tank water scarcity. In the case of

wells, the wells in the canal and tank commands perform well compared to non-command areas,

due to declining water table. Out of the 1.8 million wells, about 0.16 million wells are defunct in

the state as the water table is fast declining. Out of the 385 blocks in the state, 90 are dark

(extraction exceeding 100% of the recharge, 89 are grey (extraction exceeding 65%) and the rest

are white where the extraction is less than 65%. The average area irrigated per well has decreased

from 1.4 ha during 1980s to 0.4 during 1990s indicating the water scarcity due to high well

density and the associated well failure. The imputed cost of providing irrigation through wells is

about Rs 0.3 million per ha. Further the flat rate of electricity from 1984 onwards and the free

electricity introduced in the state from 1989 onwards also to some extent contributed for the

over-exploitation of the ground water.

The efficiency of the irrigation systems are also reflected in the productivity of crops per

unit of water. Mostly crops under well irrigation systems are giving higher productivity per unit

of water.

The inter-sectoral water allocation is increasing in the recent years, as the wells, which

are the main sources of domestic water sources are failing due to declining water table and poor

water quality.

The industrial demand for water is also increasing where the water charges paid by the

industries form a sizeable portion of the O&M expenditure, thus indicating the scope for revenue

generation through efficient water allocation.

16

Government is making serious efforts in improving the performance of the irrigation

systems, through several interventions such as modernization of canal and tank irrigation

systems. In the case of regions with groundwater irrigation, watershed programs are introduced

in a big way.

Still, the performance of these systems is comparatively poor due to less incentive to

conserve water due to poor water control and management. The water users association formed

in the canal and tank commands under the WRCP have started functioning.

Conservation programs such as watershed management and improved water management

techniques such as drip and sprinklers are still lacking behind due to poor adoption. Future water

related investment programs should therefore aim to develop strategies and action plans to

address the issue of efficient water allocation and management with the goal of maximizing the

productivity per unit of water.

Given the existing water supply scenarios, the demand management strategies will be

considered more relevant for the efficient management of the available supplies. Therefore, what

is needed is the clear understanding of the value of water in alternate uses as well as the incentive

to allocate the water among competing crops and uses in different river basins. However,

currently the available information is related to the administrative boundaries such as districts,

which as such are difficult to relate with the river basin boundaries. Hence, it is important to

reorient the district level data to basin level for making basin level interventions. This will also

help to work out the performance of both irrigation and agriculture sectors at basin level.

Accordingly, the following objectives are set forth:

17

CHAPTER III

Objectives and Review of Literature

3. Objectives:

i) To analyze the agricultural growth in all the 17 river basins of Tamil Nadu using the total

factor productivity approach,

ii) To study the income inequality in all the river basins of Tamil Nadu, and

iii) To suggest policy options to improve the productivity of agriculture in the basins.

iv) To assess the performance of agriculture, apart from growth rates, total factor

productivity (TFP) was mainly used employing Data Envelopment Analysis (DEA).

3.1. Review of Past Studies: TFP measures

TFP growth shows the relationship between growth of output and growth of input,

calculated as a ratio of output to input. In other words, productivity is raised when growth in

output outpaces growth in input. Productivity growth without an increase in inputs is the best

kind of growth to aim for rather than attaining a certain level of output by increasing inputs, since

these inputs are subject to diminishing marginal returns. However, how to measure the total input

and total output is both conceptually and empirically difficult. Methods to estimate TFP can be

classified in four major groups:

1. least-squares econometric production models;

2. growth accounting TFP indices;

3. data envelopment analysis (DEA); and

4. Stochastic frontiers (Coelli et al., 2001).

The first two methods are normally used with times series data and assume that all

production units are technically efficient. Methods (3) and (4) can be applied to a cross-section of

firms, farms, regions, or countries to compare their relative productivity. In this study, we use

both a Törnqvist-Theil index (growth accounting framework) and a non-parametric Malmquist

index (DEA approach) to measure agricultural TFP growth in China and India.

The Malmquist index and based on distance functions, has become extensively used in

the measure and analysis of productivity after Färe et al. (1994) showed that the index can be

18

estimated using a non-parametric approach. The non-parametric Malmquist index has been

especially popular since it does not entail assumptions about economic behavior (profit

maximization or cost minimization) and therefore does not require prices for its estimation,

which in many cases are not available for international comparisons. Most important for this

study is its ability to decompose productivity growth into two mutually exclusive and exhaustive

components: changes in technical efficiency over time (catching-up) and shifts in technology

over time (technical change).

To define the output-based Malmquist index assume, as in Färe et al. (1998), that for each

time period t=1, 2…T the production technology describes the possibilities for the transformation

of inputs x t into outputs y

t .

This is the set of output vectors that can be produced with input vector x. For the

technology in period t and with y t ∈ mR

outputs and x

t ∈ nR inputs: The frontier of the output

possibilities for a given input vector is defined as the output vector that cannot be increased by a

uniform factor without leaving the set. In our analysis, we will refer to these production units as

basins. The output distance function is defined at t as the reciprocal of the maximum proportional

expansion of output vector y t

given input x t

. The distance measure equals 1 when the

production point in period t is on the frontier for period t.

The Malmquist index measures the TFP change between two data points (e.g. those of a

country in two different times) by calculating the ratio of the distance of each data point relative

to a common technological frontier. Following Färe et al. (1994), the Malmquist output-oriented

index between period t and t+1 is given by: as which is a geometric mean of two Malmquist

indices: one using the technology frontier in t as the reference, and a second index that uses

frontier in t+1 as the reference. Färe et al. (1994) showed that the Malmquist index could be

decomposed into an efficiency change component and a technical change component, and that

these results applied to the different period-based Malmquist indices. The ratio outside the square

brackets measures the change in technical efficiency between period t and t+1. The expression

inside brackets measures technical change as the geometric mean of the shift in the technological

frontier between t and t+1 evaluated using frontier at t and at t+1, respectively, as the reference.

The efficiency change component of the Malmquist indices measures the change in how

far observed production is from maximum potential production between period t and at t+1, and

19

the technical change component captures the shift of technology between the two periods. A

value of the efficiency change component of the Malmquist index greater than one means that the

production unit is closer to the frontier in period t+1 than it was in period t: the production unit is

catching-up to the frontier. A value less than one indicate efficiency regress. The same range of

values is valid for the technical change component of total productivity growth, meaning

technical progress when the value is greater than one and technical regress when the index is less

than one.

Research study done by Indian Institute of Agricultural Research, New Delhi indicated

that public investment in irrigation, infrastructure development (road, electricity), research and

extension and efficient use of water and plant nutrients were the dominant sources of TFP

growth. The sharp deceleration in total investment and more so in public sector investment in

agriculture is the main cause for the deceleration. This has resulted in the slow-down in the

growth of irrigated area and a sharp deceleration in the rate of growth of fertiliser consumption.

The most serious effect of deceleration in total investment has been on agricultural research and

extension. This trend must be reversed as the projected increase in food and non-food production

must accrue essentially through increasing yield per hectare. Recognising that there are serious

yield gaps and there are already proven paths for increasing productivity. It is very important for

India to maintain a steady growth rate in total factor productivity. As the TFP increases, the cost

of production decreases and the prices also decrease and stabilise. Both producer and consumer

share the benefits.

The fall in food prices will benefit the urban and rural poor more than the upper income

groups, because the former spend a much larger proportion of their income on cereals than the

latter. All the efforts need to be concentrated on accelerating growth in TFP, whilst conserving

natural resources and promoting ecological integrity of agricultural system. More than half of the

required growth in yield to meet the target of demand must be met from research efforts by

developing location specific and low input use technologies with the emphasis on the regions

where the current yields are below the required national average yield.

Many observers have expressed concern that technological gains have not occurred in a

number of crops, notably coarse cereals, pulses and in rainfed areas. Recent analysis on TFP

growth based on cost of cultivation data does not prove this perception. Tamil Nadu has shown

increasing trend only in case of paddy. In all the 18 major crops considered in the analysis,

20

several states have recorded positive TFP growth. This is spread over major cereals, coarse

grains, pulses, oilseeds, fibres, vegetables, etc. In most cases, in the major producing states,

rainfed crops also, showed productivity gains. There is thus strong evidence that technological

change has generally pervaded the entire crop sector. There are, of course, crops and states where

technological stagnation or decline is apparent and these are the priorities for present and future

agricultural research.

Table 1. Total Factor Productivity trends for crops in selected states

Crop

TFP trend

Increasing No change Declining

Paddy

Andhra Pradesh, Orissa, Punjab,

Tamil Nadu, Uttar Pradesh,

West Bengal

Assam, Haryana

Bihar,

Karnataka,

Madhya

Pradesh

Wheat Haryana, Punjab, Rajasthan,

Uttar Pradesh Madhya Pradesh

Sorghum Andhra Pradesh, Maharashtra,

Karnataka

Madhya Pradesh,

Rajasthan

Pear millets Gujarat, Haryana, Rajasthan

Maize Madhya Pradesh Rajasthan, Uttar Pradesh

Barley Uttar Pradesh Rajasthan

Chickpea Haryana Rajasthan, Uttar Pradesh Madhya Pradesh

Black gram Maharashtra Andhra Pradesh, Madhya

Pradesh, Uttar Pradesh Orissa

Moong Madhya Pradesh Andhra Pradesh ,

Rajasthan Orissa

Pigeon pea Madhya Pradesh Gujarat, Uttar Pradesh

Groundnut Andhra Pradesh , Karnataka,

Maharashtra, Orissa Gujarat, Tamil Nadu

Rapeseed &

Mustard Rajasthan, Uttar Pradesh Assam, Haryana Punjab

Soybean Madhya Pradesh

Sugarcane Bihar

Andhra Pradesh , Haryana,

Karnataka, Maharashtra,

Uttar Pradesh

Cotton Gujarat, Haryana, Tamil Nadu

Andhra Pradesh,

Karnataka, Madhya

Pradesh, Maharashtra,

Punjab

Jute Assam, Bihar, West Bengal Bihar

Onion Maharashtra Himachal Pradesh

Potato Uttar Pradesh Himachal Pradesh

Source: IARI-FAO/RAP study (2001) based on cost of cultivation data, DES, GOI.

21

Talluri (2000) provides an introduction to DEA and some important methodological

extensions that have improved its effectiveness as a productivity analysis tool. They proposed a

combination of models that allowed for effective ranking of DMUs in the presence of both

quantitative as well as qualitative factors.

Other ranking methods that do not specifically include cross-efficiencies were proposed

by Rousseau and Semple (1995), and Andersen and Petersen (1993). Rousseau and Semple

(1995) approached the same problem as a two-person ratio efficiency game. Their formulation

provides a unique set of weights in a single phase as opposed to the two-phase approaches

presented above. Andersen and Petersen (1993) proposed a ranking model, which is a revised

version of problem. In this model, the test DMU is removed from the constraint set allowing the

DMU to achieve an efficiency score of greater than 1, which provides a method for ranking

efficient and inefficient units. He also discussed weight restrictions in DEA.

The study on total factor productivity of agricultural commodities in economic

community of West African states by Department of Agricultural Economics and Extension,

Ladoke Akintola University of Technology, Nigeria (2005) provided a view on extent of

productivity growth in crops relevant to food security and which have high potential for intra-

ECOWAS trade. This paper done so by obtaining measures of Total Factor Productivity (TFP)

for rice, cotton and millet over a 45-year period from 1961-2005 using a panel of major

ECOWAS countries producing the crops. Calculations were based on data collected from

FAOSTAT database, IRRI world rice statistics, international cotton advisory committee

database, and individual country statistical database and studies. The data included output of each

crop (rice, cotton and millet) and six input variables comprising land area, labour and seed

fertilizer and irrigation and country dummies.

The TFP measures were calculated using stochastic frontier approach. The TFP index was

obtained by simply multiplying the technical change and the technological change. This is

equivalent to the decomposition of the Malmquist index suggested by Fare et al (1994).The 45

year period is divided into two sub periods; 1961-1978 and 1979-2005 in order to study the

effects of ECOWAS reforms on productivity growth of the selected crops.

The results show evidence of phenomenal growth in the TFP of all the selected crops.

Cotton however has the most impressive results followed by rice. A closer look at the TFP in

ECOWAS and pre-ECOWAS sub-period shows larger TFP in ECOWAS period (1979-2005) for

rice, and millet but larger TFP in pre-ECOWAS period for cotton. In both periods, productivity

22

growth in rice and cotton was sustained through technological progress while it was sustained

through more efficient use of inputs in millet.

Olajide (2003) examined changes in agricultural productivity in Sub-Sahara Africa

countries in the context of diverse institutional arrangements using Data Envelopment Analysis

(DEA). From a time, series, which consists of information on agricultural production and means

of production, were obtained from FAO AGROSTAT and rainfall data from Steve O‟Connell

database. The information was for a 43-year period (1961-2003); DEA method was used to

measure Malmquist index of total factor productivity. A decomposition of TFP measures

revealed whether the performance of factors productivity is due to technological change or

technical efficiency change over the reference period. The study further examined the effect of

land quality, malaria, education and selected governance indicators such as, control of corruption

and government effectiveness on productivity growth. All the variables included in the model are

significant with the exception of government effectiveness. They equally performed well in terms

of expected relationship with TFP except education and land quality index, which unexpectedly

had an inverse relationship with TFP.

There are different methods for estimating the total factor productivity (TFP) growth e.g.

Malmquist and Tornquist indexes. The former had gained popularity in recent years since Fare et

al., (1994) apply the linear programming approach to calculate the distance functions that make

up the Malmquist index. According to Shih et al, (2003), since Data Envelopment Analysis

(DEA) type of analysis can be directly applied to calculate the index, the Malmquist index has

the advantage of computational ease, does not require information on cost or revenue shares to

aggregate inputs or outputs, consequently, less data demanding and it allows decomposition into

changes in efficiency and technology. This method does not attract any of the stochastic

assumptions restriction, however, it is susceptible to the effects of data noise, and can suffer from

the problem of „unusual‟ shadow prices, when degrees of freedom are limited (Coelli and Rao,

2003).

The issue of shadow prices is important and is one that is not well understood among

authors who apply these Malmquist DEA methods; also, DEA methods in measuring

productivity growth which made it distinct from pure index approach such as Fisher and

Tornkvist indexes is that it does not require any price data, more so that agricultural input price

data are seldom available and could at times be distorted by the government policies.

23

In the late 1970s, a mathematical programming approach known as Data Envelopment

Analysis (DEA) was developed to measure technical efficiency by comparing the individual

firm‟s production to the best practice frontier (Charnes, Cooper and Rhodes, 1978). The

contribution of Farrell was path breaking as noted by Forsund and Sarafoglou (2000) in their

article “On the origin of Data Envelopment Analysis”.

Efficiency measures were based on radial uniform contractions or expansions from

inefficiency observations to the frontier. Thomson and Thrall (1995) observed Farrell seminal

paper was followed by a relatively large number of refinement and extensions, which may be

broadly classified into three schools of thought and identified as Afriat School, Charnes School

and Shepherd School. Afriat School covers econometricians‟ parametric estimation approach,

while the last two may more accurately be termed axiomatic production theory school.

24

CHAPTER IV

Data Envelopment Analysis (DEA)

4. Data Envelopment Analysis (DEA)

DEA is linear-programming methodology, which uses data on input and output quantities

of a Decision Making Units (DMU) such as individual firms of a specific sectors to construct a

piece-wise linear surface over data points. In this study, the countries were used as the DMU.

The DEA method is closely related to Farrell‟s original approach (1957) and it is widely being

regarded in the literature as an extension of that approach. This approach was initiated by

Charnes et al.; (1978) and related work by Fare, Grosskopf and Lovell 1985) the frontier surface

is constructed by the solution of a sequence of linear programming problems. The degree of

technical inefficiency of each country, which represents the distance between the observed data

point and the frontier, is produced as a by-product of the frontier construction method.

Either DEA can be input or output oriented depending on the objectives. The input-

oriented method, defines the frontier by seeking the maximum possible proportional reduction in

input usage while the output is held constant for each country. The output-oriented method seeks

the maximum proportional increase in output production with input level held fixed. These two

methods, that is, input-output oriented methods provide the same technical efficiency score when

a constant return to scale (CRS) technology applies but are unequal when variable returns to

scale (VRS) is assumed (Coelli and Rao, 2001).

In this study, the output-oriented method will be used by assuming that in agriculture, it

is common to assume output maximization from a given sets of inputs. The interpretation of CRS

assumption has attracted a lot of critical discussion e.g. Ray and Desli, 1997, Lovell, 2001, but

also monotonicity and convexity are debatable e.g. Cherchye, et al., 2000.

Fare et al., (1994) used Data Envelopment Analysis (DEA) methods to estimate and

decompose the Malmquist productivity index. The DEA method is a non-parametric approach in

which the envelopment of decision-making units (DMU) can be estimated through linear

programming methods to identify the “best practice” for each DMU. The efficient units are

located on the frontier and the inefficient ones are enveloped by it.

A key advantage of DEA over other approaches previously examined is that it more

easily accommodates both multiple inputs and multiple outputs. As a result, it is particularly

25

useful for analysis of multispecies fisheries, because prior aggregation of the outputs is not

necessary. Further, as will be outlined below, a specific functional form for the production

process does not need to be imposed on the model (as is required in the use of the SPF approach).

The envelopment surface will differ depending on the scale assumptions that underpin the model.

Two scale assumptions are generally employed: constant returns to scale (CRS), and variable

returns to scale (VRS). The latter encompasses both increasing and decreasing returns to scale.

CRS reflects the fact that output will change by the same proportion as inputs are changed

(e.g. a doubling of all inputs will double output); VRS reflects the fact that production

technology may exhibit increasing, constant and decreasing returns to scale. As demonstrated in

Section 2.6, input- and output-based capacity measures are only equivalent under the assumption

of constant returns to scale. However, there are generally a priori reasons to assume that fishing

would be subject to variable returns and, in particular, decreasing returns to scale. Cooper,

Seiford and Tone (2000) provide a discussion of methods for determining returns to scale. In

essence, the researcher examines the technical efficiency given different returns to scale, and

determines whether the observed levels are along the frontier corresponding to a particular

returns to scale.

4.1. Input and output orientations

A range of DEA models have been developed that measure efficiency and capacity in

different ways. These largely fall into the categories of being either input-oriented or output-

oriented models.

With input-oriented DEA, the linear programming model is configured to determine how

much the input use of a firm could contract if used efficiently in order to achieve the same output

level. For the measurement of capacity, the only variables used in the analysis are the fixed

factors of production. As these cannot be reduced, the input-oriented DEA approach is less

relevant in the estimation of capacity utilization. Modifications to the traditional input-oriented

DEA model, however, could be done such that it would be possible to determine the reduction in

the levels of the variable inputs conditional on fixed outputs and a desired output level.

In contrast, with output-oriented DEA, the linear programme is configured to determine a

firm‟s potential output given its inputs if it operated efficiently as firms along the best practice

frontier. This is more analogous to the SPF approach, which estimated the potential output for a

26

given set of inputs and measured capacity utilization as the ratio of the actual to potential output,

and is consistent with the illustration of the method.

Coelli and Rao (2003) paper examined levels and trends in agricultural output and

productivity in 93 developed and developing countries that account for a major portion of the

world population and agricultural output. We make use of data drawn from the Food and

Agriculture Organization of the United Nations and our study covers the period 1980-2000. Due

to the non-availability of reliable input price data, the study uses data envelopment analysis

(DEA) to derive Malmquist productivity indexes. The study examines trends in agricultural

productivity over the period. Issues of catch-up and convergence, or in some cases possible

divergence, in productivity in agriculture are examined within a global framework. The paper

also derives the shadow prices and value shares that are implicit in the DEA-based Malmquist

productivity indices, and examines the plausibility of their levels and trends over the study

period. *This issue of shadow prices is important, and is one that is not well understood among

authors who apply these Malmquist DEA methods.

A major advantage cited in support of the use of DEA in measuring productivity growth,

is that these methods do not require any price data. This is a distinct advantage, because in

general, agricultural input price data are seldom available and such prices could be distorted due

to government intervention in most developing countries. However, an important point needs to

be added here. Even though the DEA-based productivity measures may not explicitly use market

price information, they do implicitly use shadow price information, derived from the shape of the

estimated production surface. This issue is described in some detail in Coelli and Prasada Rao

(2001), who show that one can use these shadow prices to calculate shadow shares information,

to help shed light on the factors influencing these productivity growth measures. Hence, a main

aim of this paper is to demonstrate the feasibility of explicitly identifying the implicit shadow

shares and to study regional variation and trends in these shares over time.

They used shadow share information to provide valuable insights into why various

authors have obtained widely differing TFP growth measures for some countries, when applying

these Malmquist DEA methods. This has been particularly evident when the applications have

involved panel data sets containing small groups of countries, and the countries included in each

data set differ from study to study.

27

Some important findings of the paper were on levels and trends in global agricultural

productivity over the past two decades. The results presented here examine the growth in

agricultural productivity in 93 countries over the period 1980 to 2000. The results show an

annual growth in total factor productivity growth of 2.1 percent, with efficiency change (or catch-

up) contributing 0.9 percent per year and technical change (or frontier-shift) providing the other

1.2 percent. This is most likely a consequence of the use of a different sample period and an

expanded group of countries.

In terms of individual country performance, the most spectacular performance is posted

by China with an average annual growth of 6.0 percent in TFP over the study period. Other

countries with strong performance are, among others, Cambodia, Nigeria and Algeria. The

United States has a TFP growth rate of 2.6 percent, whereas India has posted a TFP growth rate

of only 1.4 percent. Turning to performance of various regions, Asia is the major performer with

an annual TFP growth of 2.9 percent. Africa seems to be the weakest performer with only 0.6

percent growth in TFP.

Examining the question of catch-up and convergence, we find that those countries that

were well below the frontier in 1980 (with technical efficiency coefficients of 0.6 or below) have

a TFP growth rate of 3.6 percent. This was in contrast to a low 1.2 percent growth for the

countries that were on the frontier in 1980. These results indicate a degree of catch-up in

productivity levels between high-performing and low-performing countries. Those results were

quite interesting since they indicated an encouraging reversal during 1980-2000 period) in the

phenomenon of negative productivity trends and technological regression reported in some of the

earlier studies for the period 1961-1985.

Cheng Yuk-shing (1998) studied performance of Chinese agriculture and he used the

Malmquist index to examine the sources of productivity growth in Chinese agriculture. Since the

late 1980s, Chinese officials and economists had shown serious concern over the growth

potential of Chinese agriculture. Relative returns to agricultural activities have been conceived to

be too low and investment in agriculture insufficient. However, the fact was that China‟s

agriculture experienced a period of rapid growth in the 1990s, after a slow down in the second

half of the 1980s. In this study, Malmquist productivity indexes were computed for counties of

28

Jiangsu Province. They indicated that the total factor productivity growth in agriculture was as

high as 7.8% per annum during 1991-95.

The decomposition result showed that there was rapid technical progress, along with a

substantial decline in technical efficiency. This paper investigated the sources of productivity

growth in Chinese agriculture over the period of 1988-95, using county-level data of Jiangsu

Province. It had been shown that the growth of total factor productivity in 1991-95 was very

rapid, averaging 7.8% annually. Yet contribution of inputs to agricultural growth was negative

and technical efficiency declined substantially in this period. The productivity increase arose

from entirely technical progress.

The impressive technical progress may indicate that the efforts of the Chinese

government in boosting agricultural growth since the early 1990s might have been successful.

Policies conducive to agricultural growth include an increase in investment in agricultural and

irrigation facilities and an improvement in agriculture extensions. Output can be increased even if

the original factors of production are used. Still, another possibility is that farmers have shifted

their production more to cash crops that are high value-added products. In any case, further study

is needed in order to understand more about the remarkable technical progress in Chinese

agriculture.

However, the major challenge to Chinese agriculture is the decline in technical efficiency.

Previous studies suggest that there was substantial improvement in technical efficiency after the

introduction of household responsibility system in the early 1980s. The empirical result of this

study suggests that the efficiency level has not been maintained. The decline in efficiency in fact

has eroded part of the positive impact of the technical progress. For agricultural growth to sustain

in the future, the Chinese government might need to look more carefully into the factors that

have caused such a serious decline in efficiency.

Andre et al. showed a connection between Data Envelopment Analysis (DEA) and the

methodology proposed by Sumpsi et al. (1997) to estimate the weights of objectives for decision

makers in a multiple attribute approach in their working paper. This connection gave rise to a

modified DEA model that allows estimating not only efficiency measures but also preference

weights by radially projecting each unit into a linear combination of the elements of the payoff

matrix (which is obtained by standard multicriteria methods). For users of Multiple Attribute

Decision Analysis the basic contribution of this paper was a new interpretation of the

29

methodology by Sumpsi et al. (1997) in terms of efficiency. They also proposed a modified

procedure to calculate an efficient payoff matrix and a procedure to estimate weights through a

radial projection rather than a distance minimization. For DEA users, we provide a modified

DEA procedure to calculate preference weights and efficiency measures, which does not depend

on any observations in the dataset. This methodology has been applied to an agricultural case

study in Spain.

This connection could be exploited in order to suggest a modified version of DEA in

order to measure preference weights. The main idea is to use DEA including the elements of the

payoff matrix as the only units in the reference set and interpret the λ parameters as the weights

of each criterion or throughput. The purpose of this technique is to account for the effect of

technological (feasibility) constraints in the decision making process.

This way a single technique is capable of providing estimates of preference parameters

and an alternative efficiency measure with the property of being independent of the DMUs in the

sample. They had proposed a modified procedure to calculate the payoff matrix to guarantee that

all its elements are efficient.

Moreover, they provided an approximate measure of efficiency that depends only on the

information related to each DMU, being independent of the rest of the units in the sample. The

main drawback of the modified DEA model for DEA users is the calculation of the payoff

matrix, which usually requires full information about the decision problem that is faced by the

DMU‟s. In a further research, we are working on a way to avoid this difficulty.

Fan Shenggen et al (2009) measured and compared agricultural total factor productivity

(TFP) growth in China and India and relates TFP growth in each country to policy milestones

and investment in agricultural research.

TFP was measured using a non-parametric Malmquist index, which allows the

decomposition of TFP growth into its components: efficiency and technical change. The results

showed that comparing TFP growth in China and India it was found that efficiency improvement

played a dominant role in promoting TFP growth in China, while technical change had also

contributed positively. In India, the major source of productivity improvement came from

technical change, as efficiency barely changed over the last three decades, which explains lower

TFP growth than in China. Agricultural research had significantly contributed to improve

30

agricultural productivity in both China and India. Even today, returns to agricultural R&D

investments are very high, with benefit/cost ratios ranging from 20.7 to 9.6 in China and from

29.6 to 14.8 in India.

Rosegrant and Evenson (1995) assessed total factor productivity (TFP) growth in India,

examines the sources of productivity growth, including public and private investment, and

estimates the rates of return to public investments in agriculture. The results showed that

significant TFP growth in the Indian crops sector was produced by investments -- primarily in

research – but also in extension, markets, and irrigation. The high rates of return, particularly to

public agricultural research and extension, indicated that the Government of India was not

over investing in agricultural research and investment, but rather that current levels of public

investment could be profitably expanded.

Analysis of total factor productivity measured the increase in total output, which was not

accounted for, by increases in total inputs. The total factor productivity index was computed as

the ratio of an index of aggregate output to an index of aggregate inputs. Growth in TFP was

therefore the growth rate in total output less the growth rate in total inputs. In this analysis,

Tornqvist-Theil TFP indices were computed for 271 districts covering 13 states in India, 1956-

87.

Renuka Mahadevan (2003) assessed the productivity growth in Indian agriculture and to

study the impact of globalisation. The study revealed that, there could easily be benefits that have

not yet surfaced, or were yet to be identified and perhaps too difficult or intangible to measure.

Whatever the case, it was highly likely that it is too soon to assess the full impact of

globalization and economic reforms. Furthermore, the process of liberalization had been gradual

and remained incomplete.

For example, the complete removal of quantitative restrictions after March 2001 would

have provided an opportunity for Indian farmers to tap world markets and, if they were

successful, results should start to become evident soon. Export promotion via the development of

export and trading houses as well as effective liberalizing export promotion zone schemes for

agriculture were fairly recent measures and only time will tell as to how effective these measures

were. Other possibilities such as agro-industry parks for promoting exports were also in the

pipeline. In conclusion, India had successfully set sail on the waters of globalization and

31

economic reforms and even in the wake of economic and political instability, she had to carefully

steer her course in order to reap the benefits of increased productivity growth in the agricultural

sector.

Canan et al. (2008) analyzed productivity growth in Turkey, EU-15 and CEE (Central

and East European) Countries over the period 1995-2006. Malmquist productivity index had

been used to measure the productivity. A nonparametric programming method is used to compute

Malmquist productivity indexes, which were decomposed into two component measures, namely

technical change and efficiency change. It was found that Hungarian productivity growth was

higher than the other countries including EU-15 over the period 1995-2006, all with due to

efficiency change. Productivity growth in Turkey within the period analyzed decreased

especially in 2001, which was a crisis year.

Ramesh Chand (2005) measured the performance of agriculture sector in the country in

the recent years. The result turned out to be quite dissatisfactory because of sharp deceleration in

growth rate of agricultural output. Agricultural production over time was affected by interacting

influences of technological, infrastructural, and policy factors. During the decade of 1990s,

declining trend in public sector investment that set in year 1979-80 continued for most part of the

decade.

However, terms of trade were kept favourable to agriculture sector during 1990s by

hiking level of cereal prices through government support, trade liberalization, exchange rate

devaluation, and disprotection to industry.

Several researchers felt that as economic reforms focused mainly on price factor and

ignored infrastructure and institutional changes the overall impact on growth of agricultural

sector has not been favourable. Highest response to fertilizer was obtained in the case of Tamil

Nadu where one percent increase in fertilizer brought 0.7 percent increase in output. Elasticity of

crop output with respect to irrigation was one.

Tamil Nadu has scope to raise output by 0.65 and 0.82% per irrigation through irrigation.

Shift in one percent area from food grain to non-food grain offers scope to raise crop output by

1.73 percent in Uttar Pradesh 1.6 percent in Karnataka and Assam, 2.4 percent in Bihar 1.5

percent in Maharashtra, 1.4 Percent in West Bengal, 1.2 percent in Orissa and 1.1 percent in

Tamil Nadu. It seems likely that Andhra Pradesh, Bihar, Gujarat, Himachal Pradesh, Jammu and

Kashmir, Karnataka, Maharashtra, Orissa, Punjab, Tamil Nadu, U.P, and West Bengal are in a

32

position to increase fertilizer use by same rate as witnessed during 1990s. Expansion of area

under irrigation, improvement in total factor productivity, resource shift towards high value

enterprises and increase in application of fertilizer were the four sources of growth in agriculture.

Crop intensity is another source for output growth but in our exercise, its impact on output is

captured by impact of irrigation on output.

Ashok and Balasubramanian (2006) explore the role of infrastructure in productivity and

diversification of agriculture and discussed issues related to the project and advantage in

development of Tamil Nadu state economy. Tamil Nadu‟s performance with respect to the

Human Development Index (HDI) was also impressive; it ranked third among 29 states.

This is especially true for human development indicators like female life expectancy,

female mortality rate, and access to safe drinking water etc. Notwithstanding these achievements,

Tamil Nadu was still a low-income state and had a relatively high incidence of poverty (20 per

cent) and unemployment (14 per cent) in the country. There were intra-state disparities in key

poverty and social indicators. About 12 million people live in poverty, and inequality in Tamil

Nadu was higher than the all-India average, and was in fact, the highest among the fifteen major

states. This uneven improvement in the quality of life had left a large section of the population,

which has consistently failed to benefit from the economic and social development that the state

has achieved.

Rural poverty is concentrated among those with marginal landholdings and dependent on

rain-fed agriculture. Recurring droughts and price crashes due to seasonal gluts increase the

vulnerability of these sections due to income variations. Investment in infrastructure like

irrigation, road, education, markets, etc., would in the long run reduce this vulnerability and

enable the small and marginal farmers to participate in the new development process ushered in

by the liberalization and globalization of the economy.

Cereal based small farm agriculture in the State of Tamil Nadu in India was facing the

challenge of accelerating crop productivity and diversification of crops in the context of

declining public investment and in the globalizing economy.

33

The results of the study clearly established that the investments in rural infrastructure like

irrigation, rural markets, and roads increase the total factor productivity in Tamil Nadu

agriculture. Nevertheless, public investment in agriculture had been declining in real terms in the

90s. It was imperative that stepping up investment in rural infrastructure is not only essential to

accelerate agricultural productivity but also to secure livelihoods for two-third of the population

in the State in the emerging global economic order. The results showed that the effect of

infrastructure on diversification is mixed. While irrigation intensity, the markets, and commercial

vehicles had positive significant influence on crop diversification, road density had significant

negative influence on diversification.

34

CHAPTER V

Profile of the Study Area: Tamil Nadu

5. Profile of the Study Area: Tamil Nadu

Tamil Nadu is one of the progressive & largest states in India. The Gross State Domestic

Product (GSDP) at factor cost at constant (1999-2000) prices in the State increased from

Rs.183843 crore in 2005-06 to Rs.201042 crore in 2006-07 and registered a growth of 9.36 per

cent which is more or less equal to that of the preceding year (9.39%). For the corresponding

period, the GSDP measured at current prices increased from Rs.229543 crore to Rs.262692 crore

that recorded a double-digit growth of 14.44 per cent. The State witnessed positive and

comfortable growth rates in all the three-sub sectors viz. primary, secondary and services sectors

during the last three years. All the three sub sectors in the recent past yielded desirable results.

In real terms, the primary sector achieved a growth of 13.07 per cent, the secondary sector

7.49 per cent and the services sector recorded 9.45 per cent during 2006-07, which helped the

State economy to achieve the overall growth of 9.36 per cent.

Figure 1. Map of Tamil Nadu State

35

In Tamil Nadu Large chunk of population is engaged in agriculture activities. Agriculture

continues to be the prime mover of the State economy supporting 56 percent of the population

(Tamil Nadu Agriculture Policy Note 2010-11, Government of Tamil Nadu) and contributes 12.3

percent of the State income of 2007-08 (Tamil Nadu - An Economic Appraisal 2006-07&2007-

08, Government of Tamil Nadu). Having geographical area of 130 lakh ha, its net sown area has

come down to 50.62 lakh ha in 2007-08 from 61.35 lakh ha in seventies.

Table 2.Land Use Pattern in Tamil Nadu (Lakh ha)

Classification

1970-80

1980-90

1990-00

2007-08

Forests 20.05 20.76 21.44 21.06

Barren and unculturable land 5.4 4.2 3.8 4.9

Permanent pastures and other grazing

lands 1.98 1.45 1.25 1.10

Cultivable waste 4.15 3.08 3.25 3.47

Land put to non-agricultural uses 16.00 17.95 19.07 21.61

Land under miscellaneous tree crops and

groves not included in the net area sown 2.15 1.82 2.25 2.68

Current fallows 12.02 16.18 10.57 9.81

Other fallows lands 5.31 7.03 10.93 14.99

Net area sown 61.35 56.22 56.32 50.62

Total Geographical area 130.06 130.06 130.16 130.27

Source: Department of Economics and Statistics, Chennai -6.

Land use pattern of the State has undergone rapid structural changes over the period. The

decline in the net area sown was mainly attributed to increasing conversion of agricultural land

into non-agricultural purposes including housing sites. The full impact of the above observations

is that rising population, consequent urbanisation, rural-to-urban induced migration, falling net

area sown, creation of substantial rural employment, indiscriminate housing activities, etc. are

major areas of concern. Land put to non-agricultural purposes has increased from 16 lakh ha in

1970s to 21.61 lakh ha in 2007-08 (Table 2). Area under permanent pastures and grazing lands

are shrinking; it is a sign of a decline in village common land due to encroachment and neglect.

However, total area under these categories is very small. The area under miscellaneous tree crops

and groves has increased which is a sign of growing interest in agro-forestry and horticultural

trees.

Land holdings- Constantly rising demography pressure on land is a serious cause for

concern. The marginal and small farm holdings accounts for 89% of the total holdings and the

36

area operated by them 52% of the total area. The per capita availability of land has been

continuously declining and the availability of cultivable land is even worse. Land is not only an

important factor of production, but also the basic means of subsistence for majority of the people

in the State of Tamil Nadu.

Table 3.Land Holding Pattern in Tamil Nadu

Category Number of holdings (lakhs) Average of Size of Holdings (ha)

1970-71 1995-96 1970-71 1995-96

Marginal (< 1ha) 31.25 59.51 0.42 0.37

Small (1 – 2 ha) 11.09 12.34 1.42 1.39

Semi Medium (2-4ha) 6.96 6.01 2.75 2.70

Medium (4-10ha) 3.25 2.00 5.83 5.68

Large (> 10 ha) 0.59 0.26 17.00 23.62

Total 53.14 80.12 1.45 0.91

Together with the shrinking area under cultivation, the pattern of land ownership is also

unfavourable for agricultural development. The average size of holdings has declined from 1.45

ha in 1970-71 to 0.91 ha in 1995-96 (Table 3.). The all India figure for average area owned per

household is 1.59 ha.

This reflects the pressure of population on land. The share of total land operated by small

and marginal farmers has increased from 42 percent to 52 percent during the same period.

The growth in number and extent of small and marginal farmers is a major hurdle in

promoting capital investment in agricultural sector and modernizing agriculture sector.

Fragmentation of land results in uneconomic land holdings.

5.1. Principal crops and production

Rice is the dominant crop in Tamil Nadu. Groundnut, Sugarcane and cotton are important

commercial crops. Jowar, bajra and pulses are some important foodgrain crops. These seven

crops account for about 73% of gross cropped area, while 42 other crops are each cultivated in

small areas. They include minor millets, other oil seeds, turmeric, vegetables, fruits, coconut and

other minor crops.

Area under paddy decreased to 17.89 lakh ha during 2007-08 compared to 19.31 lakh ha.

In the preceding year (Table 4). Area under pulses also registered increase. The same trend

follows in groundnut also. In respect of cotton, area remains almost same. To encourage cotton

37

growers in Tamil Nadu, contract farming is popularized with buy back arrangements. Under

contract farming, the farmer is provided support in diverse areas such as marketing, input, credit,

insurance coverage etc.

Table 4.Status of Principle Crops in Tamil Nadu

Crops 1989-1990 1999-2000 2005-06 2006-07 2007-08

Area Yield Area Yield Area Yield Area Yield Area Yield

Paddy 19.63 3088 21.64 3481 20.50 2541 19.31 3423 17.89 2817

Pulses 8.21 407 6.92 420 5.25 337 5.36 541 6.09 303

Sugarcane 2.22 104* 3.16 109* 3.35 105* 3.91 115* 3.54 108*

Cotton 2.81 308# 1.78 324

# 1.10 260

# 1.00 374

# 1.00 343

#

Groundnut 10.15 1195 7.59 1736 6.19 1775 5.08 1981 5.35 1957

Area in lakhs ha and Yield in Kg/ha; *in terms of cane‟ # in terms of lint

Source: Compiled from various issues of Season and Crop Reports, Government of Tamil Nadu

Productivity trend in paddy, sugarcane, and cotton was almost stagnant. Groundnut

productivity has shown marginal increase. Wide variation has noticed in pulse productivity as

major pulse area is under rainfed condition.

5.2.Irrigation

The irrigation potential of the State has already been realized. Per capita availability of

water is lowest in Tamil Nadu. Well irrigation is dominant in Tamil Nadu. Of the 1.8 million

wells, approximately 10 per cent are defunct. The depth of bore wells in hard rock is between

600 and 1000 ft. This situation tends to the water management as the key to the priority area for

both the farmers and implementing authority. It further focused on area of efficient water

management and crop diversification imperative in the place of highly water intensive crops like

paddy and sugarcane in the State Irrigation: The major irrigation sources in the State are canals,

tanks, and wells. The per capita availability of water in the state stood at 900 cubic meters as

against the All-India level of 1980 cubic meters as on 2001.

38

Table 5.Reduction in Per Capita Availability of Water in Tamil Nadu

Year

Population

Millions

Total water resources available per

annum

Surface water

availability

Cubic Km Per capita cubic meter Per capita cubic meter

1951 30.1 44.923 1492 803

1961 33.7 44.923 1333 717

1971 41.2 44.923 1090 586

1981 48.4 44.923 928 499

1991 55.9 44.923 804 432

2001 62.1 44.923 723 389

The per capita availability of surface water in Tamil Nadu has come down from 803 cubic

meter in 1951 to 389 cubic meter in 2001(Table 5.). This is mainly due to population explosion

and increase in usage of water in industrial sector.

Table 6.Seasonwise Rainfall in Tamil Nadu (mm)

Year Southwest Northeast Winter Summer Total Rainfall

1979-80 196.4 337.0 10.5 125.4 669.3

1989-90 348.8 341.0 90.2 136.7 916.7

1999-2000 199.9 499.5 119.5 77.9 896.8

2007-08 341.6 515.4 46.2 261.2 1164.4

The state‟s annual normal rainfall is 958.51mm. Nearly more than 30% of the crops

grown in the state are under rainfed condition.

From the table it is evidenced that variation in rainfall received was higher and more than

40% of the rainfall was received from Northeast monsoon period. With the total rainfall of

1164.4 mm received during 2007-08, it was rated as 'excess' and emerged to be more beneficial

to cropping.

Table 7. Irrigation Status in Tamil Nadu (Area in lakh ha)

Particulars 1989-90 1999-2000 2006-07

Gross Irrigated Area 30.4 35.9 33.1

Net Irrigated Area 24.9 29.7 28.9

Canals 7.9 8.7 7.8

Tanks 5.2 6.3 5.3

Wells 11.7 14.5 15.7

Others 0.1 0.1 0.1

Area Irrigated More than Once 5.5 6.2 4.2

39

The age old structures, inadequate maintenance, encroachment in the catchments and

foreshore areas, large scale siltation, the live practice of fragmentation of holdings, lack of

institutional arrangements for the supply of water, widespread deviations from the intended

cropping pattern, seepage, percolation, evaporation, diversion of ayacut for nonagricultural

purposes, excessive drawal in the upper reaches, unauthorized drawal etc. have caused a wide

gap between the potential created and its utilization in the case of surface flow sources of

irrigation in the State.

The net area irrigated by surface flow source has become stagnant as 13.1 lakh hectares in

1989-90 and in 2006-07(Table 7.). Due to the proliferation of wells, the extent of area irrigated

increased from 11.7 in 1989-90 to 15.7 lakh hectares in 2006-07, increasing its relative share in

the total net area irrigated in the State from 24 to 54 percent. Proliferation of wells and

indiscriminate drawal of water has its own adverse effect on the water table. Due to this area

irrigated more than once has come down from 5.5 lakh ha in 1989-90 to 4.2 lakh ha in 2006-07.

Viewed against these serious limitations, the overall irrigation scenario in the State is

uninspiring.

At this juncture, even to maintain the existing irrigated area, the State has to focus its

attention on popularization and adoption of water saving techniques which saves 40-70 per cent

of water as compared to field irrigation, bringing in atleast 10 per cent of the total irrigated area

under these techniques, popularization of rainwater harvesting and conservation techniques,

evolving an integrated approach to use surface and groundwater conjunctively, equipping and

involving the farmers in the maintenance of source and water distribution, regularizing the

drawal of groundwater with the safe limits and minimization of water losses.

Table 8.Change in Availability of Groundwater in Tamil Nadu

S.No Year of

Assessment

No. of

Districts

Total

No. of

Blocks

Categorization of Blocks

Dark (85 – 100%) Grey (65 – 85%) White

(65%)

1 1987 19 378 41 86 251

2 1992 22 384 89 86 209

Over

Exploited

(>100%)

Critical

(90 –

100%)

Semi

Critical

(70-

90%)

Safe

(<70%)

Saline

3 1998 28 385 135 35 70 137 8

4 2003 28 385 135 37 105 97 8

Source: Water Resource Organisation, Govt. of Tamil Nadu.

40

As per the latest estimates of January 2003, the State has tapped 86 percent of

groundwater potential. Across the State, the untapped groundwater potential is distributed in 97

safe blocks (tapping of potential <70%), 105 semi-critical blocks (>70% to<90%) and183 critical

blocks (>90% to<100%). In about 138 blocks (36% of the total blocks in the State), the potential

has been over exploited, exceeding the recharge capacity (Table 8.). As a result, the number of

dark blocks is increasing.

5.3. Problems facing Agriculture in the State

5.3.1. Land degradation and soil quality

Crop yields are dependent on certain soil characteristics- soil nutrient content, water-

holding capacity, organic matter content, acidity, top soil depth and soil biomass and so on. Soil

erosion is by wind or water. Erosion causes depletion of fertility through the removal of the

valuable and fertile surface soil. In Tamil Nadu, erosion is observed in and around 13 lakh ha.

The organic matter content in the soil has gone down from 1.20% in 1971 to 0.68% in 2002 in

Tamil Nadu, because of less use of organic inputs.

5.3.2. Wastelands

The adverse effect of salinity in soil is that it hinders crop growth and results in reduction

in crop yield. The estimated extent of soils affected by salinity and alkalinity is estimated at 2.48

L.ha. Besides 1.23 L.ha. Suffering from acidic soils. Excess water hinders plant growth by

reducing aeration, which in turn decreases the water absorption and nutrient uptake by roots.

The coastal regions of Tamil Nadu face heavy damages due to water logging. The

command areas in major irrigation projects experience water logging problem. In Tamil Nadu

44,820 ha is estimated as marshy lands. About 14 percent of the area in Tamil Nadu is under very

poorly drained soils. Another 16 percent is under moderately well drained to well drain soils and

15 percent is somewhat excessively drained soil.

The gullies are the first stage of excessive land dissection followed by their networking

which lead to the development of ravine land. The ravines are extensive system of gullies

developed along nullas, streams, and river coarse. It has been estimated that Tamil Nadu has

22,550 ha. Under gullied / ravine lands. Wastelands are degraded lands that can be brought under

vegetative cover.

41

5.3.3. Pollution

The study carried out by the Loss of Ecology Authority, Government of India, revealed

that the tannery industries have adversely affected 15,164 ha of agricultural land in Vellore

district and 2,005 ha in Dindigul district. Tirupur district is fast growing hosiery 'Industrial City'

in Tamil Nadu. It is located on the bank of the Noyyal River. The effluent discharged by the

textile industries released into the Noyyal River pollutes the surface and ground water and

damages the agricultural land.

In general, the agricultural performance in the state has been affected by marginalization

of land holding, high variability in rainfall distribution, inadequate capital formation by the

public sector, declining public investment on agriculture, declining net area sown, over -

exploitation of ground water and inadequate storage and post harvest facilities... The state

supports seven percent of the country's population but it has only four per cent of the land area

and three percent water resources of the country. Of the total gross cropped area, only 50

percent of the area is irrigated in Tamil Nadu.

Similarly, of the total area under food grains, only 60 percent of the area is irrigated.

Nearly, 52 percent of area is under dry farming conditions in Tamil Nadu apart from stable

cropping intensity, which is hovering around 120 percent over the period. In spite of the above

constraints, the State has made tremendous performance in the production of crops, which is

attributed mainly to the productivity increase and government intervention.

42

CHAPTER VI

Profile of River Basins of Tamil Nadu

6. Profile of River Basins of Tamil Nadu

The river basins in Tamil Nadu are grouped into 17 major river basins as furnished below.

Figure 2. River Basins of Tamil Nadu

Table 9.Major River Basins of Tamil Nadu

Name of the Major River Basin Group River Basins in the Group

1. Chennai Basin Group 1. Araniyar

2. Kusaithalaiyar

3. Cooum

4. Adayar

2. Palar 5. Palar

3. Varahanadhi 6. Ongur

7. Varahanadhi

4. Ponnaiyaar 8. Malattar

9. Ponnaiyaar

10. Gadilam

5. Vellar 11. Vellar

43

6. Paravanar

7. Cauvery 12. Cauvery

8. Agniyar 13. Agniyar

14. Ambuliyar

15. Vellar

9. Pambar and

Kottakaraiyar

16. Koluvanar

17. Pambar

18. Manimukthar

19. Kottakaraiyar

10. Vaigai 20. Vaigai

11. Gundar 21. Uthirakosamangaiyar

22. Gundar

23. Vembar

12. Vaippar 24. Vaippar

13. Kallar . 25.Kallar

2 26. Korampallam Aru

14. Thambaraparani 27. Thambaraparani

15. Nambiyar 28. Karmaniar

29. Nambiyar

30. Hanumanadhi

16. Kodaiyar 31. Palayar

32. Valliyar

33. Kodaiyar

17. PAP 34.West flowing river

Table 10.Area and Rainfall of the River Basins

S.No Name of the Major

River Basin Group

Area of

the basin

(sq.km)

Normal

Annual

Rainfall

(mm)

Normal Rain

Volume

(Km3)

System

tanks

Non

system

tanks

1. Chennai Basin Group 5542 1130 6.26 1304 215

2. Palar 10911 940 10.03 661

3. Varahanadhi 4214 1250 4.55 131 1290

4. Ponnaiyar 11257 920 11.17 1133

5. Vellar 7659 980 386 71

6. Paravanar 760 8.39 2 9

7. Cauvery 43867 930 45.32

8. Agniyar 4566 910 4.06 346 3629

9. Pambar and

Kottakaraiyar 5847 880 3.07 160 1161

10. Vaigai 7031 900 6.97 521 976

11. Gundar 5647 770 3.73 526 123

12. Vaippar 5423 800 5.00 151 711

13. Kallar 1879 600 1.04 15 184

14. Thambaraparani 5969 1110 6.09 1300

15. Nambiyar 2084 950 1.48 559 38

16. Kodaiyar 1533 1720 2.64 2 1460

17. PAP 3462 610 1.33

44

Table 11.Surface and Groundwater Potential (MCM) of the River Basins

S.No Name of the Major

River Basin Group

Surface water

potential

Groundwater

potential

Other

sources

Total water

potential

1. Chennai Basin Group 906.00 1120.22 2026.22

2. Palar 1758.00 2610.32 4368.32

3. Varahanadhi 412.09 1482.07 4.00 1898.16

4. Ponnaiyaar 1310.43 1560.00 2870.43

5. Vellar 1065.00 1344.00 6.00 2415.00

6. Paravanar 104.30 225.50 39.70 370.00

7. Cauvery 5962.00 2869.00 8831.00

8. Agniyar 585.00 920.00 499.00 2004.00

9. Pambar and

Kottakaraiyar

653.00 976.00 1629.00

10. Vaigai 1579.00 993.00 2572.00

11. Gundar 567.52 766.00 1334.00

12. Vaippar 611.00 1167.00 4.82 1782.82

13. Kallar 124.56 69.58 17.37 211.51

14. Thambaraparani 1375.00 744.00 2119.00

15. Nambiyar 203.87 274.74 478.61

16. Kodaiyar 925.00 342.10 1267.10

17. PAP 416.00 751.001 1167.00

Detailed particulars of the each river basin such as basin area, districts in which they fall, sub-

basins etc are provided in Appendix-I

45

CHAPTER VII

Methodology

7. Methodology

The proposed methodology to study the total factor productivity (TFP) of agriculture in

river basins of Tamil Nadu consists of the following three steps:

7.1. Estimation of basin areas and proportion of basin areas in each district of Tamil Nadu:

Estimates of 17 river basin areas are available from published records. Also rough

estimates of area of each basin in each district are available and these figures must be checked for

their accuracy. This will be done by using GIS techniques and the figures will be revised. Using

these figures, the proportion of area occupied by each basin in each district will be estimated.

7.2. Conversion of district-wise data to basin-wise:

Data on various input and output variables are available district wise from published

records. Further, these districts, which were 24 in number during 1970s have been subdivided

over years and now there are 31 districts and recent data are available only for the new districts

while figures for past years are available only for the original districts.

So first, these data will be aggregated either to the original districts or for the latest

districts. Apportion these revised time series figures will be then to various basins based on the

estimates obtained in Step 1 as follows: Let DjBipij ,...2,1;,...2,1 be the proportion of area

occupied by basin i in district j and B and D be respectively the total number of basins and

districts. Also let xd be the value of a input or output variable for the district d in a certain year

and yb be the estimated value of that variable for basin b during the same year. Also let

1 1 11 12 1

2 2 21 22 2

1 2

and

D

D

B D B B BD

y x p p . . p

y x p p . . p

Y X P. . . . . . .

. . . . . . .

y x p p . . p

It can be easily checked that

Y PX

The above formula provides an elegant method of estimation of figures for each basin.

46

7.3. Estimation of Malmquist Index of Total Factor Productivity Growth in

Agriculture

It is proposed to measure total factor productivity (TFP) using the Malmquist index

methods. This approach uses data envelopment analysis (DEA) method to construct a piece-wise

linear production frontier for each year in the sample. We firstly provide description of DEA

methods before we go on to describe the Malmquist TFP calculations.

As already discussed, DEA is a linear-programming methodology, which uses data on the

input and output quantities of a group of basins to construct a piece-wise linear surface over the

data points.

This frontier surface is constructed by the solution of a sequence of linear programming

problems – one for each basin in the sample. The degree of technical inefficiency of each basin

(the distance between the observed data point and the frontier) is produced as a by-product of the

frontier construction method.

DEA can be either input-orientated or output-orientated. In the input-orientated case, the

DEA method defines the frontier by seeking the maximum possible proportional reduction in

input usage, with output levels held constant, for each basin.

While, in the output-orientated case, the DEA method seeks the maximum proportional

increase in output production, with input levels held fixed. The two measures provide the same

technical efficiency scores when a constant return to scale (CRS) technology applies, but are

unequal when variable returns to scale (VRS) is assumed. For our proposed study, we assume a

CRS technology. Hence, the choice of orientation is not a big issue on our case. However, we

have selected an output orientation because we believe it would be fair to assume that, in

agriculture, one usually attempts to maximise output from a given set of inputs, rather than the

converse.

If one has data for N, basins in a particular time period, the linear programming (LP)

problem that is solved for the i-th basin in an output-orientated DEA model is as follows:

)1(,0

,0

,0

,max ,

Xx

Yyst

i

i

Where

47

iy is a Mx1 vector of output quantities for the i-th basin;

ix is a Kx1 vector of input quantities for the i-th basin;

Y is a NxM matrix of output quantities for all N basins;

X is a NxK matrix of input quantities for all N basins;

is a Nx1 vector of weights; and

is as scalar.

It must be noted that the parameter will take a value greater than or equal to one, and that -1

is the proportional increase in outputs that could be achieved by the i-th basin, with input

quantities held constant. Note also that 1/ defines a technical efficiency (TE) score with varies

between zero and one.

The above LP is solved B times – once for each basin in the sample. Each LP produces a

and a vector. The -parameter – provides information on the technical efficiency score for

the i-th basin the -vector provides information on the peers of the (inefficient) i-th basin. The

peers of the i-th basin are those efficient that define the facet of the frontier against which the

(inefficient) i-th basin is projected.

7.4. The Malmquist TFP Index

The Malmquist index is defined using distance functions. Distance functions allow one to

describe a multi-input, multi-output production technology without the need to specify a

behavioural objective (such as cost minimization or profit maximization). One may define input

distance functions and output distance functions. An input distance function characterizes the

production technology by looking at a minimal proportional contraction of the input vector, given

an output vector. An output distance function considers a maximal proportional expansion of the

output vector, given an input vector. We only consider an output distance function in detail in

this paper. However, input distance functions can be defined and used in a similar manner.

A production technology may be defined using the output set, P(x), which represents the

set of all output vectors, y, which can be produced using the input vector, x. That is,

.producecan:)( yxyxP

The output distance function is defined on the output set, P (x), as:

.)(/:min, xPyyxdo

48

The distance function, yxdo , , will take a value which is less than or equal to one if the

output vector, y, is an element of the feasible production set, P(x). Furthermore, the distance

function will take a value of unity if y is located on the outer boundary of the feasible production

set, and will take a value greater than one if y is located outside the feasible production set. In our

proposed study, we use DEA-like methods to calculate our distance measures.

The Malmquist TFP index measures the TFP change between two data points (e.g., those

of a particular basin in two adjacent time periods) by calculating the ratio of the distances of each

data point relative to a common technology. The Malmquist (output-orientated) TFP change

index between period s and the base period t is given by

,

,

,

,

,,,,

2/1

ssto

ttto

ssso

ttso

ttssoxyd

xydx

xyd

xydxyxym

Where the notation ),( ttso yxd represents the distance from the period t observation to the

period s technology. A value of mo greater than one will indicate positive TFP growth from

period s to period t while a value less than one indicates a TFP decline.

We can easily see that in the above equation, the right hand side is in fact, the geometric

mean of two TFP indices. The first is evaluated with respect to period s technology and the

second with respect to period t technology.

An equivalent way of writing this productivity index is

,

,

,

,

,

,

,,,,

2/1

ssto

ssso

ttto

ttso

ssso

ttto

ttssoxyd

xydx

xyd

xyd

xyd

xydxyxym

Where the ratio outside the square brackets measures the change in the output-oriented

measure of Farrell technical efficiency between periods s and t. That is, the efficiency change is

equivalent to the ratio of the technical efficiency in period t to the technical efficiency in period s.

The remaining part of the index in the above equation is a measure of technical change. It is the

geometric mean of the shift in technology between the two periods, evaluated at xt and at xs.

Given that suitable panel data are available, we can calculate the required distance measures for

the Malmquist TFP index using DEA-like linear programs. For the ith

basin, we must calculate

49

four distance functions to measure the TFP change between two periods, s, and t. This requires

the solving of four linear programming (LP) problems. Assuming constant returns to scale (CRS)

technology, the required LPs are:

1

0

0

0

t

o t t ,

it t

it t

d y ,x max ,

st y Y ,

x X ,

(1)

1

0

0

0

s

o s s ,

is s

is s

d y ,x max ,

st y Y ,

x X ,

(2)

1

0

0

0

t

o st s ,

is t

is t

d y ,x max ,

st y Y ,

x X ,

(3)

and

1

0

0

0

s

o t t ,

it s

it s

d y ,x max ,

st y Y ,

x X ,

(4)

It can be noted that in LP‟s 3 and 4, where production points are compared to

technologies from different time periods, the parameter need not be greater than or equal to

one, as it must be when calculating standard output-orientated technical efficiencies. The data

point could lie above the production frontier. This will most likely occur in LP 4 where a

production point from period t is compared to technology in an earlier period, s. If technical

50

progress has occurred, then a value of <1 is possible. It could also possibly occur in LP 3 if

technical regress has occurred, but this is less likely.

In the input-orientated case, the DEA defines the frontier by seeking the maximum

possible proportional reduction in input usage, with output levels held constant, for each River

Basin. In the output-orientated case, DEA seeks the maximum proportional increase in output

production, with input levels held fixed. The two measures provide the same technical efficiency

scores when a constant return to scale (CRS) technology applies.

In this study, we select an output orientation with assumption of CRS. Because, in

agriculture, one usually attempts to maximize output from a given set of inputs, rather than

minimizing the inputs for a given level of output.

Therefore, we are assuming constant returns to scale technology for this analysis. The

Malmquist total factor productivity change indices are decomposed into technical change and

technical efficiency change components. The above approach is further extended by

decomposing technical efficiency change into scale efficiency and pure technical efficiency

components.

As the proposed study is of empirical in nature and the study is intended to utilize both

primary and secondary data for past 30 years from published and unpublished records.

Secondary sources for data collection were Seasons and Crop Report, Economic Appraisal of

Tamil Nadu, Statistics at a Glance, Publications of Central Water Commission, Published, and

unpublished records of Public Works Department, Census of India, Livestock Census, District

Statistical Office, and Department of Agriculture etc.

51

CHAPTER VIII

Basin coverage and Time Period

The data for the present study consisted of the following:

8. Basin coverage: All the river basins of Tamil Nadu were included in the present study. They

were Chennai basin, Palar basin, Varahanadhi basin, Ponnaiyaar basin, Vellar basin, Paravanar

basin, Cauvery basin, Agniyar basin, Pambar and Kottakaraiyar basin, Vaigai basin, Gundar

basin, Vaippar basin, Kallar basin, Thambaraparani basin, Nambiar basin, Kodaiyar basin and

Parambikulam Azhiyar Project (PAP) basin

8.1. Time period: the study covers the period of 1975 -76 and 2005 -2006, which concerned with

important changes in agriculture due to liberalization of trade and reforms in investment,

initiation of privatization, tax reforms and inflation controlling measures.

52

CHAPTER IX

Output and Input Series

9. Output Series:

The study used two output variables, viz., crops and livestock output variables. The

output series for these two variables were derived by aggregating detailed output quantity data of

all agricultural commodities. Area under each crop was multiplied by the constant prices of

respective crop to arrive at agricultural output.

9.1. Total inputs:

Use in agriculture included of labor, land, chemical fertilizers, and irrigation area were

used.

9.1.1. Labor Input: This variable referred to economically active population in agriculture.

Economically active population is defined as all persons engaged or seeking employment in an

economic activity, whether as employers, own-account workers, salaried employees, or unpaid

workers assisting in the operation of a family farm or business.

9.1.2. Land Input: Land input is measured by area sown rather than arable land because the

arable land data is extremely inaccurate. Sown area is land on which crops are planted and from

which a harvest is expected. Because land is frequently sown two or even more times a year

depending on climate and soil quality, sown area is substantially larger than arable land.

Therefore, sown area also indicates land quality more accurately.

9.1.3. Chemical Fertilizer input: Chemical fertilizer included weights of nitrogen, super-

phosphate, and potassium sulfate.

9.1.4. Irrigation Input: This data referred to the area of land, which is equipped to provide water

to crops. These included areas equipped for full and partial control irrigation, spate irrigation

areas, and equipped wetland or inland valley bottoms.

9.1.5. Livestock inputs: Livestock inputs included cattle population comprising of cow, bullock,

buffalo, sheep, goat, and poultry.

53

9.1.6. Units of variables: The table below provides the units of various variables used in the

present study.

Variable Unit

Agricultural output Rupees in Crores Net sown area hectare

Crop output Rupees in Crores

Net Irrigated area hectare

Livestock output Rupees in Crores

NPK consumption lakh tones

Labour input Numbers

Cattle and poultry numbers

54

CHAPTER X

Results and Discussions

10. Results and Discussions

10.1. Summary Statistics

10.1.1. Crop output

The summary statistics of output and input variables namely crop output, livestock

output, net sown area, net irrigated area, NPK intake, labour input, cattle input and poultry input

for all the basins are presented and discussed below.

Table 12.Summary Statistics Crop output (Rs.Crores)

Sl.No Name of the basin Area of the

basin Max Min Average SD CV (%)

1 Chennai Basin 5542 2002 113 822 669 81

2 Palar River Basin 10911 5537 320 2041 1697 83

3 Varahanadhi River Basin 4214 3850 134 1392 1289 93

4 Ponnaiyaar River Basin 11257 11553 374 2928 2614 89

5 Paravanar River Basin 7659 830 25 294 282 96

6 Vellar Basin 760 8737 280 2329 2091 90

7 Cauvery River Basin 43867 24550 1934 7435 5750 77

8 Agniyar River Basin 4566 2494 74 547 564 103

9

Pambar & Kottakaraiyar

River Basin

5847

1204 103 434 315 73

10 Vaigai River Basin 7031 3169 221 1001 766 77

11 Gundar River Basin 5647 1600 133 537 380 71

12 Vaippar Basin 5423 1045 96 445 280 63

13 Kallar River Basin 1879 137 31 85 33 39

14 Thambaraparani River Basin 5969 883 77 374 241 64

15 Nambiyar River Basin 2084 281 28 125 75 60

16 Kodaiyar River Basin 1533 757 10 106 130 123

17 P.A.P. Basin 3462 1589 246 596 321 54

From the above table it could be noted that there was wide range of crop output in all the

river basins. The coefficient of variation was more than fifty percent in general and it was more

than hundred in Agniyar and Kodaiyar river basin. The minimum value was less than hundred

crores in river basins namely Paravanar, Agniyar, Vaippar, Kallar, Thambaraparani, Nambiar,

and Kodaiyar. The crop output depended on the value of the crop and its area. For comparing the

crop output, the basins were classified as small, medium, and large depending on net sown area.

The following figures provide the performance of the basins in the three categories over the

period 1975-76 to 2005-06.

55

Cro

p O

utp

ut

in R

s.C

rore

s

0

1000

2000

3000

4000

Year

1975

1976

1977

1978

1979

1980

1981

1982

1983

1984

1985

1986

1987

1988

1989

1990

1991

1992

1993

1994

1995

1996

1997

1998

1999

2000

2001

2002

2003

2004

2005

Crop Outputs in Small Basins during 1975-76 to 2005-06

Legend Chennai Varaha ParavanAgniyar Kallar TambaraNambiyar Kodaiyar PAP

Figure 3. Crop output in Small Basins during 1975-76 to 2005 - 06

56

Cro

p O

utp

ut

in R

s.C

rore

s

0

1000

2000

3000

4000

5000

6000

7000

8000

9000

Year

1975

1976

1977

1978

1979

1980

1981

1982

1983

1984

1985

1986

1987

1988

1989

1990

1991

1992

1993

1994

1995

1996

1997

1998

1999

2000

2001

2002

2003

2004

2005

Crop Outputs in Medium Basins during 1975-76 to 2005-06

Legend Vellar Pambar VaigaiGundar Vaippar

Figure 4. Crop output in Medium Basins during 1975-76 to 2005 – 06

57

Cro

p O

utp

ut

in R

s.C

rore

s

0

10000

20000

30000

Year

1975

1976

1977

1978

1979

1980

1981

1982

1983

1984

1985

1986

1987

1988

1989

1990

1991

1992

1993

1994

1995

1996

1997

1998

1999

2000

2001

2002

2003

2004

2005

Crop Outputs in Large Basins during 1975-76 to 2005-06

Legend Palar Ponnaiya Cauvery

Figure 5. Crop output in Large Basins during 1975-76 to 2005 - 06

58

From the graphs, it could be seen that among the small basins, Varahanadhi Basin ranks

first in terms of crop output during the last five years, 2001-02 to 2005-06. Among the medium

basins, Vellar basin ranks first and Cauvery basin ranks first consistently among the large basins

10.1.2. Livestock output

The table below provides a summary of livestock output in all the basins. Livestock is

one of the major allied activities of agriculture. Highest value of livestock output was recorded in

Cauvery basin followed by Ponnaiyaar and Vellar basins. The coefficient of variation was

hundred and less than hundred. Comparing base year i.e. 1976 there was increase in livestock

population in all the basins. This was mainly due to sustained income from livestock and in most

of the farms, livestock was maintained by family labour they.

Table 13.Summary Statistics - Livestock output (Rs.Crores)

S.No Name of the basin Max Min Average SD CV (%)

1 Chennai Basin 402 11 136 132 97

2 Palar River Basin 570 27 251 197 79

3 Varahanadhi River Basin 196 8 79 67 85

4 Ponnaiyaar River Basin 663 17 210 183 87

5 Paravanar River Basin 31 1 11 11 100

6 Vellar Basin 593 17 190 169 89

7 Cauvery River Basin 2569 102 934 740 79

8 Agniyar River Basin 223 7 78 72 92

9 Pambar & Kottakaraiyar River Basin 164 7 68 55 80

10 Vaigai River Basin 324 10 127 103 81

11 Gundar River Basin 200 7 79 66 83

12 Vaippar Basin 223 5 62 64 103

13 Kallar River Basin 105 4 28 26 94

14 Tambarabarani River Basin 281 7 70 73 104

15 Nambiyar River Basin 104 3 27 27 99

16 Kodaiyar River Basin 115 6 42 36 86

17 P.A.P. Basin 171 6 67 51 76

59

10.1.3. Net Sown Area and net irrigated area

The next two tables provide a summary of net sown area in all the 17 basins. Though net

irrigated area increased over the decades, there was not much increase in net sown area. This was

supported by the minimum of coefficient of variation as given in the table.

It was evidenced from Tamil Nadu state data on net sown area. Average net sown area in

the decade 1980-90 was 56.22 lakh ha and it was reduced to 50.62 lakh ha in the year 2007-08.

Land put to non-agricultural purposes has increased from 16 lakh ha in 1970s to 21.61 lakh ha in

2007-08. Other fallow lands have increased from 5.31 lakh ha in 1970s to 14.99 lakh ha in 2007-

08. There was considerable increase in net irrigated area in all river basins over three decades.

The coefficient of variation was in the range of 27 to 38 percentages. This was mainly due to

development of groundwater irrigation. As per the latest estimates of January 2003, the State has

tapped 86 percent of groundwater potential. This statement was well supplement by the statistics

of increase in area under well-irrigated area from 11.7 lakh ha (1989-90) to 15.7 lakh.ha in 2006-

07 in Tamil Nadu state.

Table 14.Summary Statistics - Net-Area-Sown-Input (Area in ha)

S.No Name of the basin Max Min Average SD CV

1 Chennai Basin 249108 150179 206499 25086 12

2 Palar River Basin 533525 306677 451031 51629 11

3 Varahanadhi River Basin 188903 143563 174477 11447 7

4 Ponnaiyaar River Basin 721218 539594 659571 49727 8

5 Paravanar River Basin 33585 25429 31030 1787 6

6 Vellar Basin 412352 314088 381649 25502 7

7 Cauvery River Basin 2046556 1644539 1907825 97386 5

8 Agniyar River Basin 249301 143965 205154 25491 12

9

Pambar & Kottakaraiyar

River Basin 253484 188930 220498 16560 8

10 Vaigai River Basin 344108 200851 277800 43811 16

11 Gundar River Basin 287527 207989 247578 23012 9

12 Vaippar Basin 280109 159031 217028 38600 18

13 Kallar River Basin 132971 63890 95403 21046 22

14 Tambarabarani River Basin 169148 118493 145162 13710 9

15 Nambiyar River Basin 75692 51010 62284 6719 11

16 Kodaiyar River Basin 81431 73000 77040 2333 3

17 P.A.P. Basin 172086 133868 153051 10095 7

60

Table 15.Summary Statistics - Net Irrigated Area Input (Area in ha)

S.No Name of the basin Max Min Average SD CV (%)

1 Chennai Basin 426456 133033 305920 97650 32

2 Palar River Basin 764884 202507 500127 171061 34

3 Varahanadhi River Basin 328864 80755 221957 70637 32

4 Ponnaiyaar River Basin 702206 161364 483752 176411 36

5 Paravanar River Basin 69643 12770 37270 12864 35

6 Vellar Basin 497413 130095 359684 124561 35

7 Cauvery River Basin 2499734 742220 1799856 595109 33

8 Agniyar River Basin 314983 120042 234890 69022 29

9 Pambar & Kottakaraiyar 266309 110143 204078 54700 27

10 Vaigai River Basin 350523 117251 258421 81892 32

11 Gundar River Basin 228040 92306 175828 47825 27

12 Vaippar Basin 168546 77505 128190 29441 23

13 Kallar River Basin 47870 16319 32647 9041 28

14 Thambaraparani River Basin 240706 74035 172689 56148 33

15 Nambiyar River Basin 79369 25108 57108 18276 32

16 Kodaiyar River Basin 77438 24681 55850 21005 38

17 P.A.P. Basin 172437 48208 124819 39585 32

10.1.4. Fertilizer Usage: Fertilizer was a major input for agriculture in Tamil Nadu. The relevant

summary statistics are presented in the table below:

Table 16.Summary Statistics - NPK-Value-Input (in lakh tonnes)

S.No Name of the basin Max Min Average SD CV (%)

1 Chennai Basin 0.65 0.15 0.41 0.11 26.68

2 Palar River Basin 1.25 0.29 0.72 0.21 29.41

3 Varahanadhi River Basin 0.57 0.18 0.40 0.10 25.26

4 Ponnaiyar River Basin 0.91 0.11 0.45 0.25 56.00

5 Paravanar River Basin 0.12 0.04 0.08 0.02 27.75

6 Vellar Basin 1.17 0.22 0.61 0.22 35.92

7 Cauvery River Basin 4.16 0.92 2.65 0.75 28.08

8 Agniyar River Basin 0.92 0.13 0.40 0.18 44.05

9 Pambar & Kottakaraiyar 1.01 0.12 0.25 0.17 68.42

10 Vaigai River Basin 0.85 0.17 0.43 0.14 32.57

11 Gundar River Basin 0.44 0.12 0.25 0.08 31.06

12 Vaippar Basin 0.28 0.09 0.17 0.05 29.10

13 Kallar River Basin 0.10 0.02 0.05 0.02 29.43

14 Tambarabarani River Basin 0.37 0.10 0.26 0.07 28.76

15 Nambiyar River Basin 0.12 0.04 0.09 0.02 25.37

16 Kodaiyar River Basin 0.20 0.04 0.11 0.04 36.15

17 P.A.P. Basin 0.34 0.07 0.23 0.06 26.38

61

It could be seen from the above table that there was considerable increase in intake of

NPK fertilizers in all river basins. As the decades under consideration were after green

revolution, the intake of inorganic fertilizers had increased due to increase in area under high

yielding varieties and area under irrigation.

10.1.5. Labour input

Labour was a major input. Table below summarizes the usage of labour in all the river

basins. Even though the quantum of usage varied widely across the basins, the coefficient of

variation for this input ranged between 6 and 33 percentages between the basins.

Table 17.Summary Statistics - Labour input (in Numbers)

S.No Name of the basin Max Min Average SD CV (%)

1 Chennai Basin 389181 261467 352125 46606 13

2 Palar River Basin 826761 506993 700631 104779 15

3 Varahanadhi River Basin 370331 185093 278078 58660 21

4 Ponnaiyaar River Basin 1077715 473443 765766 191128 25

5 Paravanar River Basin 68385 30956 48521 11769 24

6 Vellar Basin 784325 339241 537435 139010 26

7 Cauvery River Basin 3399740 1523559 2325241 567675 24

8 Agniyar River Basin 381088 131609 233214 77546 33

9 Pambar & Kottakaraiyar 276366 119130 197850 51409 26

10 Vaigai River Basin 537372 345827 475144 73805 16

11 Gundar River Basin 305872 202382 270506 37524 14

12 Vaippar Basin 280242 207580 242889 21031 9

13 Kallar River Basin 80968 58671 70333 6504 9

14 Thambaraparani River Basin 293731 218184 271100 26981 10

15 Nambiyar River Basin 105739 79115 95293 7960 8

16 Kodaiyar River Basin 166546 33227 121133 38121 31

17 P.A.P. Basin 207306 164241 192357 10585 6

10.1.6. Cattle and poultry input

There was tremendous increase in poultry population in Tamil Nadu especially in

Cauvery basin and P.A.P basin. Poultry is the perfect substitute for meat. Low price and

adequate supply were main reason for development of poultry as commercial venture in this

area. Weather and technical expertise were reasons for concentration of poultry units in these

two basins.

62

Table 18.Summary Statistics - Cattle-Input (in Numbers)

S.No Name of the basin Max Min Average SD CV (%)

1 Chennai Basin 752277 554065 663668 52274 8

2 Palar River Basin 1625339 980850 1420464 141572 10

3 Varahanadhi River Basin 503334 309250 444831 42225 9

4 Ponnaiyaar River Basin 1774638 1328360 1607195 128155 8

5 Paravanar River Basin 77210 46171 66736 6612 10

6 Vellar Basin 1101706 895373 1025353 51730 5

7 Cauvery River Basin 4970544 3635009 4395856 445174 10

8 Agniyar River Basin 640813 450420 565003 39826 7

9 Pambar & Kottakaraiyar 488704 365397 410082 41472 10

10 Vaigai River Basin 565223 352605 505232 48955 10

11 Gundar River Basin 346104 264315 321232 20531 6

12 Vaippar Basin 333666 206782 247542 25064 10

13 Kallar River Basin 170760 76566 127885 34574 27

14 Thambaraparani River Basin 416170 167941 279588 60160 22

15 Nambiyar River Basin 135229 71726 107838 14649 14

16 Kodaiyar River Basin 140305 91156 117727 14472 12

17 P.A.P. Basin 330969 195723 271084 40670 15

Table 19.Summary Statistics - Poultry-Input (in Numbers)

S.No Name of the basin Max Min Average SD CV (%)

1 Chennai Basin 1502902 801189 1006880 153467 15

2 Palar River Basin 1701745 1010497 1216719 189486 16

3 Varahanadhi River Basin 544961 209341 380827 58500 15

4 Ponnaiyaar River Basin 3439596 1174639 1663580 660908 40

5 Paravanar River Basin 79448 37290 57086 7538 13

6 Vellar Basin 7479026 980567 2505125 1658225 66

7 Cauvery River Basin 58795422 4194115 11997350 12753889 106

8 Agniyar River Basin 1105081 531553 791015 106590 13

9 Pambar & Kottakaraiyar 990297 543712 667963 128887 19

10 Vaigai River Basin 1599609 665914 827478 223615 27

11 Gundar River Basin 852688 407185 518947 119991 23

12 Vaippar Basin 983364 289585 449979 179839 40

13 Kallar River Basin 251842 177155 219034 17249 8

14 Tambarabarani River Basin 1093991 485630 566359 137960 24

15 Nambiyar River Basin 358865 199298 225881 36222 16

16 Kodaiyar River Basin 611099 391501 463655 50853 11

17 P.A.P. Basin 20069070 242969 1939694 4621349 238

63

CHAPTER XI

Liberalization policies and their effects on agriculture in the river basins

11. Liberalization policies and their effects on agriculture in the river basins

The liberalization policies and other related activities were implemented in India from

1990-91 onwards. In order to assess the impact of liberalization on agriculture particularly on the

productivity of agriculture and livestock the last three decadal time period from 1975-76 to 2005-

06 was partitioned as period I pre liberalization period from 1975-76 to 1990-91 and period II

post liberalization period from 1991-92 to 2005-06. The crop and livestock input and output

trends were assessed in pre liberalization period (1975-76 to 1990-91) and post liberalization

period (1991-92 to 2005-06) and presented in the following tables.

Triennium ending average was worked out for starting year and ending year of each

period. For the period I (pre liberalisation period) for starting year triennium ending average

was estimated by taking average of 1975-76, 1976-77 & 1977-78 year data and for ending year

triennium ending average was estimated by taking average of 1988-89, 1989-90 & 1990-91. For

the period II (post liberalisation period) for starting year triennium ending average was

estimated by taking average of 1991-92, 1992-93 & 1993-94 year data and for ending year

triennium ending average was estimated by taking average of 2003-04 & 2005-06.

64

Table 20.Crop output (Rs. In crores) in the pre and post liberalization periods

S.

No Name of the basins

Period I

% change

Period II

% change Triennium ending average Triennium ending average

1975-76 to

1977-78

1988-89 to

1990-91

1991-92 to

1993-94

2003-04 to

2005-06

1 Chennai Basin 132.39 497.81 276.02 815.63 1346.57 65.10

2 Palar River Basin 423.74 1081.09 155.13 1855.76 3722.11 100.57

3 Varahanadhi River Basin 151.67 697.33 359.76 1040.99 3435.28 230.00

4 Ponnaiyaar River Basin 442.81 1745.85 294.27 2693.65 6941.13 157.68

5 Paravanar River Basin 28.57 143.55 402.51 207.93 755.01 263.10

6 Vellar Basin 293.21 1340.42 357.15 1916.42 5959.64 210.98

7 Cauvery River Basin 2043.49 4570.53 123.66 6557.22 15026.05 129.15

8 Agniyar River Basin 81.15 279.13 243.97 394.45 1791.81 354.26

9

Pambar & Kottakaraiyar

River Basin 110.78 304.56 174.93 424.09 859.77 102.73

10 Vaigai River Basin 278.11 674.74 142.62 1027.28 1540.40 49.95

11 Gundar River Basin 150.57 423.82 181.47 605.20 818.19 35.19

12 Vaippar Basin 105.25 497.96 373.12 642.87 627.57 -2.38

13 Kallar River Basin 46.63 112.68 141.65 120.19 92.34 -23.18

14

Tambarabarani River

Basin 99.25 386.92 289.86 510.48 608.71 19.24

15 Nambiyar River Basin 37.48 132.68 254.02 167.15 205.68 23.05

16 Kodaiyar River Basin 26.06 87.69 236.50 73.77 327.25 343.58

17 P.A.P. Basin 420.09 395.90 -5.76 550.72 918.76 66.83

Tamil Nadu 4871.24 13372.66 174.52 19603.81 44976.27 129.43

65

It is interesting to note that percentage change in output trend after liberalization period

was less compared to pre liberalization period. It could be seen from the tables that only after

1990s there was wide fluctuation in crop output in all the river basins. Before 1990s, the trend

was smooth curve. Before 1990s, country‟s economy was somewhat closed one. However, after

liberalization, it is open economy and some decontrol measures were taken in export and import

of agricultural and allied products. This is reflected in the growth of agricultural output in the

post liberalization era...

The same trend was also noted in livestock output as evidenced from the table. Except in

Nambiar and Kodaiyar river basins, the percentage change in post liberation period was less

compared to pre liberalization period in all other river basins.

Maintenance of livestock for domestic purpose and unproductive or less productive milch

animals were the prime reasons for less impact. Due to religious reasons and beliefs, people are

maintaining unproductive milch animals in the farm. The livestock output of all river basins were

presented in line graphs in the figures 3 and 4. Comparing crop output there was not much

fluctuation in growth of livestock output over the three decades. Only after 1990s, some

fluctuation was noticed almost in all basins.

66

Table 21.Livestock output (Rs. In Crores) in the pre and post liberalization periods

S.No Name of the basins

Period I

% change

Period II

%

change Triennium ending average Triennium ending average

1975-76 to

1977-78

1988-89 to

1990-91

1991-92 to

1993-94

2003-04 to

2005-06

1 Chennai Basin 11.54 71.50 519.83 100.12 377.31 276.84

2 Palar River Basin 27.79 172.13 519.46 253.69 506.07 99.49

3 Varahanadhi River Basin 7.94 46.19 481.84 71.67 170.38 137.72

4 Ponnaiyaar River Basin 20.38 121.12 494.22 180.98 590.06 226.03

5 Paravanar River Basin 0.79 4.45 463.47 8.47 28.95 241.77

6 Vellar Basin 18.59 112.32 504.19 184.97 544.39 194.31

7 Cauvery River Basin 109.89 634.55 477.44 887.25 2385.61 168.88

8 Agniyar River Basin 7.74 37.55 384.93 58.06 195.15 236.12

9

Pambar & Kottakaraiyar

River Basin 7.43 39.04 425.29 58.83 154.90 163.31

10 Vaigai River Basin 11.42 70.30 515.37 113.62 258.81 127.79

11 Gundar River Basin 7.95 43.10 442.24 68.38 182.98 167.61

12 Vaippar Basin 5.54 25.03 351.66 43.94 203.71 363.61

13 Kallar River Basin 4.18 16.07 284.16 25.29 92.54 265.87

14

Tambarabarani River

Basin 7.06 27.09 283.40 56.81 232.09 308.55

15 Nambiyar River Basin 3.33 11.86 255.98 22.53 86.84 285.39

16 Kodaiyar River Basin 9.62 22.79 136.92 35.40 94.60 167.27

17 P.A.P. Basin 7.03 49.95 610.31 64.52 160.31 148.47

Tamil Nadu 268.23 1505.03 461.09 2234.53 6264.71 180.36

67

Though net irrigated area has shown positive trend in pre liberalization period and

negative trend in post liberalization period, the net sown area has sown negative trend invariably

in both the periods in all basins. The exceptional case was Vaigai basin, which had shown

positive change in pre liberalization period but negative change in post liberalization period.

Table 22.Net area sown (Area in ha) in the pre and post liberalization periods

S.No Name of the basins

Period I

%

change

Period II

%

change

Triennium ending

average

Triennium ending

average

1975-76

to 1977-

78

1988-89

to 1990-

91

1991-92

to 1993-

94

2003-04

to 2005-

06

1 Chennai Basin 243886 199476 -18.21 219957 162749 -26.01

2 Palar River Basin 526425 422501 -19.74 477556 394085 -17.48

3

Varahanadhi River

Basin 180705 168446 -6.78 188647 161867 -14.20

4 Ponnaiyaar River Basin 690396 662372 -4.06 705021 588745 -16.49

5 Paravanar River Basin 30823 30096 -2.36 33275 29638 -10.93

6 Vellar Basin 388446 380572 -2.03 408936 349809 -14.46

7 Cauvery River Basin 1935939 1951631 0.81 2023300 1782922 -11.88

8 Agniyar River Basin 238855 197875 -17.16 192452 186042 -3.33

9

Pambar & Kottakaraiyar

River Basin 234908 219481 -6.57 233688 207608 -11.16

10 Vaigai River Basin 224491 320862 42.93 318504 274973 -13.67

11 Gundar River Basin 267565 265305 -0.84 259050 217466 -16.05

12 Vaippar Basin 266955 231317 -13.35 215518 166703 -22.65

13 Kallar River Basin 120077 104419 -13.04 87867 71673 -18.43

14

Thambaraparani River

Basin 152746 150469 -1.49 154314 142044 -7.95

15 Nambiar River Basin 68893 65437 -5.02 63701 56931 -10.63

16 Kodaiyar River Basin 77809 77934 0.16 81070 74065 -8.64

17 P.A.P. Basin 164755 147649 -10.38 153854 142684 -7.26

Tamil Nadu 5813675 5595842 -3.75 5816710 5010002 -13.87

It could be clearly noted that the net sown area for past three decades had shown slight

reduction or almost stable. This was mainly due to increase in fallow lands and land put into non-

agricultural purposes. Intensive agriculture followed by policy measures to sustain current area

under agriculture is the need of the hour.

68

Table 23.Net area irrigated input (Area in ha) in the pre and post liberalization periods

S.No Name of the basins

Period I

%

change

Period II

%

change

Triennium

ending

average

Triennium

ending

average

Triennium

ending

average

Triennium

ending

average

1975-76 to

1977-78

1988-89 to

1990-91

1991-92 to

1993-94

2003-04 to

2005-06

1 Chennai Basin 185839 325743 75.28 393697 290026 -26.33

2 Palar River Basin 311827 465412 49.25 607258 540136 -11.05

3 Varahanadhi River Basin 120186 219636 82.75 261816 255613 -2.37

4 Ponnaiyaar River Basin 224792 488038 117.11 614772 548106 -10.84

5 Paravanar River Basin 19543 36667 87.62 42382 44357 4.66

6 Vellar Basin 173974 356974 105.19 427869 417792 -2.36

7 Cauvery River Basin 882820 1928592 118.46 2218516 2058522 -7.21

8 Agniyar River Basin 138032 255562 85.15 263124 284532 8.14

9

Pambar & Kottakaraiyar

River Basin 122415 223326 82.43 249454 238904 -4.23

10 Vaigai River Basin 130045 322734 148.17 320771 274977 -14.28

11 Gundar River Basin 100104 214972 114.75 213868 190791 -10.79

12 Vaippar Basin 83151 156023 87.64 152083 131678 -13.42

13 Kallar River Basin 18784 37578 100.06 41788 34006 -18.62

14 Thambaraparani River Basin 85219 206825 142.70 234047 201083 -14.08

15 Nambiar River Basin 28614 68698 140.09 76696 65495 -14.61

16 Kodaiyar River Basin 26761 75739 183.02 71751 60787 -15.28

17 P.A.P. Basin 60550 131946 117.91 141533 154481 9.15

Tamil Nadu 2712654 5514467 103.29 6331426 5791286 -8.53

As expected net irrigated area was increasing at declining rate over the decades. After

post liberalization period, the trend was vigorous. All basins were showing negative percentage

change after post liberalization period as shown from table except in basins like Agniyar and

P.A.P basin. However, in case of pre liberalization period there was increase in percentage

change in all basins indicating that net irrigated area was in increasing trend.

Unlike net sown area, there was steady increase in net irrigated area. This was mainly

due to proliferation of wells particularly bore wells. Exploitation of groundwater was on the

high. However, area irrigated more than once was declining over the year in Tamil Nadu. As

area irrigated per well was less than one hectare.

69

Table 24.N, P, K input (in lakh tonnes) in the pre and post liberalization periods

S.No Name of the basins

Period I

%

change

Period

II

%

change

Triennium ending

average

Triennium ending

average

1975-76

to 1977-

78

1988-89

to 1990-

91

1991-92

to 1993-

94

2003-04

to 2005-

06

1 Chennai Basin 0.20 0.44 120.40 0.45 0.56 24.72

2 Palar River Basin 0.39 0.73 87.58 0.80 1.05 31.63

3

Varahanadhi River

Basin 0.25 0.51 108.48 0.47 0.45 -4.53

4 Ponnaiyaar River Basin 0.33 0.26 -20.49 0.45 0.80 77.42

5 Paravanar River Basin 0.05 0.10 105.09 0.09 0.08 -17.65

6 Vellar Basin 0.30 0.61 102.24 0.65 1.02 55.80

7 Cauvery River Basin 1.31 2.97 127.29 2.91 3.67 25.99

8 Agniyar River Basin 0.19 0.39 105.87 0.40 0.80 101.96

9

Pambar & Kottakaraiyar

River Basin 0.19 0.21 7.69 0.21 0.65 207.41

10 Vaigai River Basin 0.23 0.50 112.10 0.46 0.68 46.70

11 Gundar River Basin 0.16 0.29 84.80 0.27 0.37 36.24

12 Vaippar Basin 0.13 0.25 98.26 0.20 0.22 7.39

13 Kallar River Basin 0.04 0.07 68.78 0.05 0.06 32.35

14

Thambaraparani River

Basin 0.17 0.33 100.27 0.31 0.10 -66.26

15 Nambiar River Basin 0.06 0.11 99.57 0.10 0.05 -50.16

16 Kodaiyar River Basin 0.06 0.14 154.46 0.13 0.17 25.58

17 P.A.P. Basin 0.10 0.27 161.81 0.24 0.27 13.48

Tamil Nadu 4.15 8.20 97.70 8.21 11.00 34.04

It could be inferred from the table that decline in net sown and net irrigated area resulted

in less usage of NPK. The percentage change was less in post liberalization period compared to

pre liberalization period. Even negative change was noticed in some basins namely Varahanadhi,

Paravanar, Thambaraparani and Nambiar basin during post liberalization period. The basins like

Chennai, Varahanadhi, Ponnaiyaar, Paravanar, Vellar, Cauvery, Agniyar, Vaigai,

Thambaraparani, Nambiar, Kodaiyar, and P.A.P basins have doubled their usage of NPK in pre

liberalization period. NPK consumption in agriculture was increasing at decreasing rate as

evidenced from the above table.

70

Not much fluctuation was noticed in usage except one or two basins like Cauvery basin.

Increase in net irrigated area has led to increased consumption of fertilizers.

Table 25.Labour input (number) in the pre and post liberalization periods

S.No Name of the basins

Period I

%

change

Period II

%

change

Triennium ending

average

Triennium ending

average

1975-76

to 1977-

78

1988-89

to 1990-

91

1991-92

to 1993-

94

2003-04

to 2005-

06

1 Chennai Basin 267652 378884 41.56 389087 388521 -0.15

2 Palar River Basin 520572 729151 40.07 758329 821497 8.33

3

Varahanadhi River

Basin 190216 276183 45.19 295534 364578 23.36

4 Ponnaiyaar River Basin 488505 749170 53.36 813726 1057408 29.95

5 Paravanar River Basin 31865 46871 47.09 50922 67041 31.66

6 Vellar Basin 349523 505665 44.67 554886 766676 38.17

7 Cauvery River Basin 1581150 2122578 34.24 2328366 3317327 42.47

8 Agniyar River Basin 136972 204479 49.29 232979 369695 58.68

9

Pambar & Kottakaraiyar

River Basin 122716 198438 61.71 215515 271685 26.06

10 Vaigai River Basin 358001 514992 43.85 535612 537236 0.30

11 Gundar River Basin 208467 295261 41.63 304487 296177 -2.73

12 Vaippar Basin 212024 274146 29.30 271745 220760 -18.76

13 Kallar River Basin 59611 79114 32.72 78874 66311 -15.93

14

Thambaraparani River

Basin 222006 285500 28.60 291607 293568 0.67

15 Nambiar River Basin 80448 103610 28.79 104290 95596 -8.34

16 Kodaiyar River Basin 130573 163457 25.18 148770 42115 -71.69

17 P.A.P. Basin 171063 205728 20.26 203480 180528 -11.28

Tamil Nadu 5131365 7133227 39.01 7578207 9156718 20.83

The statements like rural population is moving out of agriculture and agriculture suffers

from non-availability of laborers have been proved by the data given in the above table. After

liberalization, percentage change in labour use in agriculture was negative in few basins and was

less in other basins compared to pre liberalization period. In pre liberalization period there was

positive percentage change in all river basins. From the tables it can be seen that labour usage

showed a declining trend after 1990s due to introduction of mechanization.

71

Table 26.Cattle input (number) in the pre and post liberalization periods

S.No Name of the basins

Period I

%

change

Period II

%

change

Triennium ending

average

Triennium ending

average

1975-76

to 1977-

78

1988-89

to 1990-

91

1991-92

to 1993-

94

2003-04

to 2005-

06

1 Chennai Basin 744437 644478 -13.43 670935 573156 -14.57

2 Palar River Basin 1607469 1356681 -15.60 1382576 1107548 -19.89

3

Varahanadhi River

Basin 497988 424643 -14.73 434911 355763 -18.20

4

Ponnaiyaar River

Basin 1768466 1608348 -9.05 1507023 1396512 -7.33

5 Paravanar River Basin 74539 63009 -15.47 63883 54448 -14.77

6 Vellar Basin 1097054 1018839 -7.13 1006174 928847 -7.69

7 Cauvery River Basin 4724953 4696622 -0.60 4285740 3711614 -13.40

8 Agniyar River Basin 581628 577639 -0.69 625020 479306 -23.31

9

Pambar &

Kottakaraiyar 373945 410804 9.86 469229 382388 -18.51

10 Vaigai River Basin 523930 545132 4.05 514994 393209 -23.65

11 Gundar River Basin 321104 340546 6.05 344715 273709 -20.60

12 Vaippar Basin 248051 254536 2.61 244721 299830 22.52

13 Kallar River Basin 157484 147478 -6.35 112556 77643 -31.02

14

Thambaraparani River

Basin 259428 243512 -6.14 186833 397172 112.58

15 Nambiar River Basin 109035 101332 -7.06 79127 129975 64.26

16 Kodaiyar River Basin 138948 115838 -16.63 111702 100352 -10.16

17 P.A.P. Basin 297462 299064 0.54 251205 202322 -19.46

Tamil Nadu 13525920 12848500 -5.01 12291346 10863794 -11.61

Liberalisation policies on agriculture did not show any positive impact on livestock

population. All basins except Nambiar basin had shown negative percentage change in post

liberalization period. Even in pre liberalization period, also most of the basins showed negative

percentage change except Pambar & Kottakaraiyar, Vaigai, and Gundar and Vaippar river

basins.

72

In river basins like Pambar & Kottaikaraiyar, Vaippar, Tambarabarani and Nambiar

showed increase in cattle input usage from the base year (1975-76 to 2005-06 and all other river

basins had shown decline in cattel input usage for the above said period. Comparing cattle input

in base year and current year period, Tamil Nadu as a whole showed negative change.

The table also shows decrease in cattle inputs in all basins except Thambaraparani.

Comparing base year (1975-76) cattle input used in agriculture and present data (2005-06)

number itself reduced. There is wide scope for bringing livestock rearing and dairying as a

commercial venture in Tamil Nadu.

Table 27.Poultry input (number) in the pre and post liberalization periods

S.No Name of the basins

Period I

%

change

Period II

%

change

Triennium ending

average

Triennium ending

average

1975-76

to 1977-

78

1988-89

to 1990-

91

1991-92

to 1993-

94

2003-04

to 2005-

06

1 Chennai Basin 984989 863424 -12.34 936027 988312 5.59

2 Palar River Basin 1066035 1093367 2.56 1217672 1358716 11.58

3

Varahanadhi River

Basin 387383 343528 -11.32 361679 298840 -17.37

4 Ponnaiyar River Basin 1262555 1399800 10.87 1385879 3301544 138.23

5 Paravanar River Basin 58261 51665 -11.32 53361 48532 -9.05

6 Vellar Basin 1300313 1996879 53.57 2242363 6751094 201.07

7 Cauvery River Basin 5368687 7939348 47.88 8858910 47897893 440.67

8 Agniyar River Basin 735319 769482 4.65 798651 684494 -14.29

9

Pambar &

Kottakaraiyar 553990 604161 9.06 694833 943135 35.74

10 Vaigai River Basin 696536 761271 9.29 781816 1445188 84.85

11 Gundar River Basin 410809 470487 14.53 550945 781329 41.82

12 Vaippar Basin 294755 375588 27.42 504592 852462 68.94

13 Kallar River Basin 208734 220442 5.61 243992 193003 -20.90

14

Tambarabarani River

Basin 495098 520492 5.13 572784 947815 65.48

15 Nambiyar River Basin 205708 210806 2.48 228070 325309 42.64

16 Kodaiyar River Basin 483809 422250 -12.72 400744 450061 12.31

17 P.A.P. Basin 305400 482835 58.10 592908 15077533 2442.98

Tamil Nadu 14818381 18525822 25.02 20425226 82345259 303.15

73

Varahanadhi, Paravanar, Agniyar, and Kallar basins had showed negative percentage

change in post liberalization period where the poultry population itself was in decline trend

comparing base year and current year data.

All other river basins showed positive percentage change in poultry population. Basins

like Cauvery and P.A.P basins had tremendous growth of poultry. Most of the poultry farms

were commercial units in these basins.

Poultry has become commercial venture during current decade and it could be referred

from the figures 15 and 16 where except one or two basins all other basins showed increasing

trend in poultry population after 2000. Development of poultry industry in agricultural farms led

to more area under maize and other cereals and development of feed units.

74

CHAPTER XII

Comparison of crop out per unit of sown area and per unit of water potential

12. Comparison of crop out per unit of sown area and per unit of water potential

It is observed that the value of crop output per ha of area has varied among the basins.

The increase in crop output was maximum in Paravanar basin followed by Vellar and

Varahanadhi basin. Lowest crop output was noticed in Kallar, Vaippar and Nambiar basins. The

reason for the vast difference was mainly due to the types of crops grown and the extend of crop

area. In the case of value of crop output per MCM, the value was higher in the case of

Ponnaiyaar basin followed by Vellar and Cauvery basins. Lower crop output was observed in

Thambaraparani basin followed by Vaippar and Nambiar basins. There is some correlation

among the crop outputs between the crop area and water storage. The reason for the higher

output from the basins is that the water potential is comparatively lower in these basins and the

crop is mainly diversified towards high value crops (Table 28).

Table 28. Value of Crop Output per ha of Sown Area

Basin 1975-76 80-81 85-86 90-91 95-96 2000-01 2005-2006

Chennai 4853 8184 15003 25884 73782 93215 93114

Palar River 7533 13057 18427 26878 81279 100068 126827

Varahanadhi River 7627 13602 27075 40014 108774 188492 231602

Ponnaiyaar River 5468 10351 18738 25135 64906 83280 190158

Paravanar River 8455 15078 30839 46574 123385 222839 274798

Vellar 7728 13559 23782 31509 83351 114906 235237

Cauvery River 10071 13447 17504 22229 58071 82383 131161

Agniyar River 3171 4598 9812 15685 40418 54732 125860

Pambar & Kottakaraiyar River 4483 5290 8996 15527 24018 43298 56927

Vaigai River 14718 8505 14516 23559 48513 70338 74606

Gundar River 5973 5444 9716 19560 26880 48019 49027

Vaippar 3961 4427 8453 28430 26083 44459 46595

Kallar River 4639 4363 8470 13009 5199 14499 15985

Thambaraparani River 7762 7300 14172 27510 41374 55503 50885

Nambiar River 6582 6182 12711 22555 29516 42615 47355

Kodaiyar River 5357 4650 18430 12849 9968 17201 101637

P.A.P. 18992 19262 27528 23483 64519 68474 111508

75

Figure 6. Crop output/ha of net sown area

Crop output / ha of net sown area

5,000

30,000

55,000

80,000

105,000

130,000

155,000

180,000

205,000

230,000

255,000

280,000

1975-76 80-81 85-86 90-91 95-96 2000-01 2005-2006

Rs

/ h

a

Chennai Palar River Varahanadhi RiverPonnaiyar River Paravanar River VellarCauvery River Agniyar River Pambar & Kottakaraiyar RiverVaigai River Gundar River VaipparKallar River Tambarabarani River Nambiyar RiverKodaiyar River P.A.P.

c

76

Table 29. Value of crop output per MCM of water potential

S.No Basin 1975-76 80-81 85-86 90-91 95-96 2000-01 2005-2006

1 Chennai 579119 798875 1651047 2715940 7703252 8714829 8364944

2 Palar River 898152 1247314 2057214 2640763 8630699 9497440 12304077

3 Varahanadhi River 705428 1137381 2624008 3552727 10323286 17312708 20283824

4 Ponnaiyaar River 1304490 2004029 4495255 5787412 15359238 19161418 40249549

5 Paravanar River 678510 1139579 2726138 3681854 10668863 19139062 22420026

6 Vellar 1217789 1897940 3751369 4872577 13709440 18638038 36177428

7 Cauvery River 2199458 2760756 3779911 4871066 12487879 17787266 27799468

8 Agniyar River 371719 435306 1128755 1468825 2903593 5407976 12446166

9 Pambar & Kottakaraiyar River 634079 694266 1258176 2172724 2785534 5486064 7392297

10 Vaigai River 1272589 1093899 1659186 2948961 5151004 7682754 8388698

11 Gundar River 1169910 1173428 1835690 3915834 4385686 7805190 8166278

12 Vaippar 563275 635856 1070477 3552093 2484029 4000726 4458871

13 Kallar River 2297539 2478872 4493891 5961352 1844608 4589545 5452148

14 Thambaraparani River 488102 526625 954707 2062737 2598607 3446250 3617932

15 Nambiar River 837667 887970 1717572 3127851 3426203 4746596 5878630

16 Kodaiyar River 339575 274830 1122387 786576 640593 1029929 5973029

17 P.A.P. 2661556 2588438 3773529 2863020 7749420 8447839 13616397

77

Crop output / per unit of water

0

5,000,000

10,000,000

15,000,000

20,000,000

25,000,000

30,000,000

35,000,000

40,000,000

45,000,000

1975-76 80-81 85-86 90-91 95-96 2000-01 2005-2006

MC

M

/ h

a

Chennai Palar River Varahanadhi RiverPonnaiyar River Paravanar River VellarCauvery River Agniyar River Pambar & Kottakaraiyar RiverVaigai River Gundar River VaipparKallar River Tambarabarani River Nambiyar RiverKodaiyar River P.A.P.

Figure 7. Crop output/per unit of water

78

CHAPTER XIII

Results of TFP analysis

13. Results of TFP analysis

Using DEA methodology described already, total factor productivity was computed for

all river basins for three decades starting from 1975-76 to and 2005-06. Technical efficiency

change was decomposed into pure efficiency change and scale efficiency change. The details of

technical efficiency change, technical change and TFP change for each basin and for each year

are provided in Appendix-II. The geometric mean values are summarized in Table.30 the graphs

of trends in TFP for small, medium, and large basins are presented in Figs.

79

Tota

l F

acto

r P

rod

uctivi

ty I

nd

ex

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

Year

1970 1980 1990 2000 2010

Trend in Total Factor Productivity Index in Small Basins during 1975-76 to 2005-06

Legend Chennai Varaha ParavanAgniyar Kallar TambaraNambiyar Kodaiyar PAP

Figure 8. Trend in Total Factor Productivity Index in Small basins during 1975-76 to 2005 - 06

80

Tota

l F

acto

r P

rod

uctivi

ty I

nd

ex

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

Year

1970 1980 1990 2000 2010

Trend in Total Factor Productivity Index in Medium Basins during 1975-76 to 2005-06

Legend Vellar Pambar VaigaiGundar Vaippar

Figure 9. Trend in Total Factor Productivity Index in Medium basins during 1975-76 to 2005 - 06

81

Tota

l F

acto

r P

rod

uctivi

ty I

nd

ex

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

Year

1970 1980 1990 2000 2010

Trend in Total Factor Productivity Index in Large Basins during 1975-76 to 2005-06

Legend palar Ponnaiya Cauvery

Figure10. Trend in Total Factor Productivity Index in Large basins during 1975-76 to 2005 - 06

82

Table 30. Mean Technical Efficiency Change, Technical Change and TFP

Change, during three decades in the seventeen river basins of Tamil Nadu

Basin Efficiency

change

Technical

change

Scale efficiency

change

Total factor

productivity change

Chennai

1975-76 to 1990-91 0.9976 1.0877 0.9976 1.0849

1991-92 to 2005-06 1.0103 1.0024 1.0103 1.0126

1975-76 to 2005-06 1.0039 1.0442 1.0039 1.0481

Palar

1975-76 to 1990-91 0.9998 1.1434 0.9998 1.1431

1991-92 to 2005-06 0.9961 1.0102 0.9961 1.0063

1975-76 to 2005-06 0.9980 1.0747 0.9980 1.0725

Varahanadhi

1975-76 to 1990-91 0.9995 1.1104 0.9995 1.1098

1991-92 to 2005-06 1.0015 1.0063 1.0015 1.0080

1975-76 to 2005-06 1.0005 1.0571 1.0005 1.0577

Ponnaiyar

1975-76 to 1990-91 1.0229 1.1431 1.0229 1.1693

1991-92 to 2005-06 0.9437 1.0060 0.9437 0.9494

1975-76 to 2005-06 0.9825 1.0723 0.9825 1.0536

Paravanar

1975-76 to 1990-91 1.0000 1.0481 1.0000 1.0481

1991-92 to 2005-06 1.0000 0.9864 1.0000 0.9864

1975-76 to 2005-06 1.0000 1.0168 1.0000 1.0168

Vellar

1975-76 to 1990-91 0.9909 1.1348 0.9909 1.1245

1991-92 to 2005-06 0.9757 1.0212 0.9757 0.9965

1975-76 to 2005-06 0.9832 1.0765 0.9832 1.0586

Cauvery

1975-76 to 1990-91 0.9895 1.1199 0.9895 1.1080

1991-92 to 2005-06 0.9856 1.0073 0.9856 0.9929

1975-76 to 2005-06 0.9876 1.0621 0.9876 1.0489

Agniyar

1975-76 to 1990-91 1.0037 1.0587 1.0037 1.0628

1991-92 to 2005-06 0.9637 1.0140 0.9637 0.9770

1975-76 to 2005-06 0.9835 1.0361 0.9835 1.0190

Pambar-Kotta

1975-76 to 1990-91 0.9974 1.0758 0.9974 1.0731

1991-92 to 2005-06 1.0065 0.9898 1.0065 0.9963

1975-76 to 2005-06 1.0019 1.0319 1.0019 1.0340

Vaigai

1975-76 to 1990-91 0.9870 1.0720 0.9870 1.0582

1991-92 to 2005-06 1.0236 1.0048 1.0236 1.0284

83

1975-76 to 2005-06 1.0051 1.0379 1.0051 1.0432

Gundar

1975-76 to 1990-91 0.9876 1.0717 0.9876 1.0581

1991-92 to 2005-06 1.0260 0.9723 1.0260 0.9978

1975-76 to 2005-06 1.0066 1.0208 1.0066 1.0275

Vaippar

1975-76 to 1990-91 0.9872 1.0272 0.9872 1.0140

1991-92 to 2005-06 1.0045 0.9436 1.0045 0.9480

1975-76 to 2005-06 0.9958 0.9845 0.9958 0.9804

Kallar

1975-76 to 1990-91 1.0000 1.0296 1.0000 1.0296

1991-92 to 2005-06 1.0000 1.0021 1.0000 1.0021

1975-76 to 2005-06 1.0000 1.0158 1.0000 1.0158

Tambaraparani

1975-76 to 1990-91 0.9981 1.0086 0.9981 1.0067

1991-92 to 2005-06 0.9942 0.9833 0.9942 0.9775

1975-76 to 2005-06 0.9961 0.9959 0.9961 0.9920

Nambiyar

1975-76 to 1990-91 1.0000 0.9907 1.0000 0.9907

1991-92 to 2005-06 1.0000 0.9912 1.0000 0.9912

1975-76 to 2005-06 1.0000 0.9910 1.0000 0.9910

Kodaiyar

1975-76 to 1990-91 1.0004 0.9742 1.0004 0.9746

1991-92 to 2005-06 1.0000 1.0056 1.0000 1.0056

1975-76 to 2005-06 1.0002 0.9898 1.0002 0.9899

PAP

1975-76 to 1990-91 0.9998 0.9691 0.9998 0.9690

1991-92 to 2005-06 1.0033 0.9773 1.0033 0.9804

1975-76 to 2005-06 1.0015 0.9732 1.0015 0.9747

13.1. Overall TFP growth

From the above table it could be seen that the mean TFP between basins ranged between

0.9747 to 1.0725. Palar basin had the highest TFP of 1.0725 and PAP had the least TFP of 0.9747.

Except Vaippar, Thambaraparani, Nambiar and PAP, in all other 13 basins the TFP for the

three decades is greater than 1 indicating positive TFP growth in all these basins. In the 4 basins

though the TFP is less than 1, it ranges from 0.9747 to 0.992 which are very close to 1. Thus, we

can conclude in general that there was total factor productivity growth in Tamil Nadu over the past

three decades.

84

Further, in all basins except Vaippar, Tambarani, Nambiar, Kodaiyar and PAP, the

technical change was more than one indicating technological advancements in agriculture in these

basins. Nevertheless, the overall efficiency change was very close to 1 in all the basins. This

means that the total factor growth is contributed mainly by technology and there is not much

change in efficiency. Similarly, there is not much change in overall scale efficiencies.

Further, during the pre-liberalization period, 14 river basins have registered positive TFP

growth. Three basins, viz., Nambiar, Kodaiyar, and PAP have shown TFPs which are close to 1.

During the post-liberalization period, 11 basins have TFPs less than but very close to 1 and 6

basins have TFPs greater than 1 (Table31 ). A simple t-test was carried out to test the significance

of the difference between the TFPs of the two periods. The test rejected the null hypothesis (p-

value=0.00041) that the mean TFPs are equal in the two periods. The averages of the TFPs in the

pre and post liberalization periods are 1.0603 and 0.9975. These results imply that over all

liberalization was not beneficial to agricultural growth in the river basins of Tamil Nadu.

Table 31.Table Mean TFPs in three periods

Basin

Period1(1975-76

to 1990-91)

Period2(Period1(1991-

92 to 2005-06)

Overall (1975-76

to 2005-06)

Chennai 1.0849 1.0126 1.0481

Palar 1.1431 1.0063 1.0725

Varaha 1.1098 1.1098 1.0577

Ponnaiyaar 1.1693 0.9494 1.0536

Paravanar 1.0481 0.9864 1.0168

Vellar 1.1245 0.9965 1.0586

Cauvery 1.1080 0.9929 1.0489

Agniyar 1.0628 0.9770 1.0190

Pambar 1.0731 0.9963 1.0340

Vaigai 1.0582 1.0284 1.0432

Gundar 1.0581 0.9978 1.0275

Vaippar 1.0140 0.9480 0.9804

Kallar 1.0296 1.0021 1.0158

Tambara 1.0067 0.9775 0.9920

Nambiyar 0.9907 0.9912 0.9910

Kodaiyar 0.9746 1.0056 0.9899

PAP 0.9690 0.9804 0.9747

85

13.2. Individual basin TFP

The TFP growth rates of individual basins have been presented in Appendix. Detailed

discussions are presented below.

The average total factor productivity change for Chennai basin was more than one

indicating that agricultural production is technically efficient. Both pre liberalization period TFP

and post liberalization period TFP were more than one.

In Palar basin the range of efficiency change was from 0.772 to 1.506. There was not much

difference in TFP and other efficiency change between the two periods. It was more than one

indicating that Palar basin was technically efficient in using inputs.

In Varahanadhi basin TFP was more than one in pre and post liberalization period

indicating that the basin was technically sound. TFP range was from 0.705 to 1.515.

Though in Ponnaiyaar river basin average TFP was more than one, in post liberalization

period it was less than one i.e. 0.949. In pre liberalization period, it was 1.169. Similarly,

efficiency change was less than one in post liberalization period whereas technical efficiency

change was more than one in both the period and it was 1.184 in pre liberalization period and

1.016 in post liberalization period.

In Paravanar basin, the average TFP was 1.034 and there was slight difference in TFP in

pre (0.989) and post liberalization period (1.079). The efficiency change was one in both periods

and the change in TFP was due to technical efficiency change.

In vellar basin the average TFP was more than one (1.070) in the last three decades. There

was no difference noted in pre and post liberalization periods. Nevertheless, the efficiency change

was less than one and the technical change was more than one.

The average TFP was nearing one in post libralisation period and it was above one in pre

liberalization period (1.115). Though technical change was more than one in both periods, the

efficiency change was less than one or nearing one indicating there is wide scope to improve the

efficiency of inputs used for agricultural production.

There is a possibility for improving efficiency of inputs in Agniyar basin as there was

slight reduction in efficiency change from 1.013 (pre liberalization period) to 0.986 (post

liberalization period). Further improvement in TFP should come only from technology

development.

86

Though average TFP was more than one in both periods in Pambar & Kottakaraiyar river

basin, there was slight reduction in TFP and technical change in post liberalization period

indicating that technology improvement is the need of the hour. Further improvement in TFP will

come only from technology change and not from efficiency of inputs.

The same trend was noted in Vaigai basin as in case of Pambar & Kottakaraiyar basin.

Though efficiency of inputs have improved after liberalization period there was not much of

improvement in technology. It was evidenced from the table that technical change was reduced

from 1.078 in pre liberalization period to 1.008 in post liberalization period. Therefore, TFP also

showed slight reduction in post period.

Gundar river basin also followed the same trend as that of Pambar and Vaigai basin. Period

II i.e. post liberalization period faced reduced TFP and technical change coefficients. There was

slight improvement in efficiency change coefficients.

The total factor productivity was less than one in period II (0.952) compared to pre

liberalization period (1.028) in Vaippar basin. The average TFP for the last three decades was

0.99. The average technical change was nearing one but it was less than period I. Without

improving technology liberalization policies alone would not bring prosperity in agriculture and

livestock.

In Kallar basin it was inferred from the table that changes in total factor productivity was

mainly due to technical change. As efficiency change was one and there was no change in

efficiency of inputs in last three decades, any development activity should focus on technical

improvement. This was further stressed by the fact that reducing trend in total factor productivity

after liberalization period.

There was reduction in TFP in Thambaraparani basin as shown in the table. TFP has

reduced from 1.019 in pre liberalization period to 0.984 in post liberalization period. Technical

change also showed the same trend and it was less than one in post liberalization period. There

was no change in efficiency coefficient in these two period and it was nearing one i.e. 0.998.

In Nambiar basin changes in total factor productivity was fully contributed by technical

changes and not due to the efficiency of inputs in agriculture and allied sector. There was no

change in TFP in two periods indicating that there was not much change in technology adopted by

the farmers. Efficiency of inputs also needs attention, as it remained same in both the periods.

In Kodaiyar basin also changes in total factor productivity was fully contributed by

technical changes and not due to the efficiency of inputs in agriculture and allied sector.

87

There was slight change in TFP in two periods indicating that there was not much change

in technology adopted by the farmers. Efficiency of inputs remained constant in both the periods.

P.A.P was the only basin in which the total factor productivity was less than one in pre and

post liberalization period. The average total factor productivity was 0.976 for the last three

decades. The efficiency coefficients of inputs used for agriculture and livestock was more than

one in both the period indicating that technical expertise alone will help the farmers in getting

higher productivity.

13.3. Growth rates of TFPs

Using the total factor productivity indices simple growth rates were estimated for last three

decades and for post and pre liberalization periods. The results are presented in Table 32.

Table 32.Growth rates of TFPs

Basin

Period

I

Growth

rate %

Period

II

Growth

rate %

Chennai Basin -2.94 0.69 -0.88

Palar River Basin -3.09 0.26 -1.2

Varahanadhi River Basin -2.55 0.08 -1.04

Ponnaiyar River Basin -5.08 0.36 -2.07

Paravanar River Basin -2.14 0.42 -0.7

Vellar Basin -2.59 -0.51 -1.28

Cauvery River Basin -1.83 -0.31 -1.08

Agniyar River Basin -1.94 -0.11 -0.81

Pambar & Kottakaraiyar River

Basin -1.53 -0.34 -0.73

Vaigai River Basin -1.49 -0.16 -0.41

Gundar River Basin -2.03 -0.22 -0.71

Vaippar Basin -1.63 0.3 -0.55

Kallar River Basin -0.45 -1.15 -0.4

Tambarabarani River Basin -0.4 1.01 -0.12

Nambiyar River Basin -0.64 1.1 0.08

Kodaiyar River Basin -3.71 -0.67 -0.54

P.A.P. Basin 0.36 -0.11 0.09

It could be seen from the tables that all river basins had shown negative growth rate in pre

liberalization period except P.A.P basin. In post liberalization period Chennai, Palar, Varahanadhi,

Ponnaiyaar, Paravanar, Vaippar, Thambaraparani and Nambiar river basins have shown growth

rates.

88

All other river basins showed negative growth rate in post liberalization period. The

growth rate was mainly due to efficiency of inputs used for agriculture and livestock.

Efficiency change has contributed much to the total factor productivity. But overall

growth rate ie growth rate of total factor productivity for last three decades was negative for all

river basins except Nambiar and P.A.P river basins.

From above results, it could be concluded that though most of the river basins have shown

total factor productivity more than one, there was no growth in the total factor productivity in last

three decades except in one or two basins.

89

CHAPTER XIV

Cumulative TFP indices

14. Cumulative TFP indices

Another approach to analyze the change of productivity is using cumulative TFP index.

The values of these indices for all basins are provided in the Appendix-IV. In the figure, we

display the cumulative TFP index of small, medium, and large basins. In the small basins, this

index fluctuates drastically from 0.296 to 1.475. The highest value corresponding to Kallar basin

for three year 1986-87 and the lowest value belongs to Kodaiyar for the year 1987-88. In fact, the

cumulative TFP for all years are less than 1. This means that compared with the year 1975-76 in

all the years, the TFP for this basin is very much lower. The same type of result can be drawn with

respect to other small basins also except in few cases for some years. In medium basins, the TFP

indices varied from 0.605 to 1.598 and the corresponding values for large basins are respectively

0.543 and 1.907.

90

Cu

mu

lative

TF

P I

nd

ex

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

Year

1970 1980 1990 2000 2010

Cumulative TFP Indices in Small Basins during 1975-76 to 2005-06

Legend Chennai Varaha ParavanAgniyar Kallar TambaraNambiyar Kodaiyar PAP

Figure 11. Cumulative TFP Indices in Small basins during 1975-76 to 2005 – 06

91

Cu

mu

lative

TF

P I

nd

ex

0.6

0.7

0.8

0.9

1.0

1.1

1.2

Year

1970 1980 1990 2000 2010

Cumulative TFP Index in Medium Basins during 1975-76 to 2005-06

Legend Vellar Pambar VaigaiGundar Vaippar

Figure 12. Cumulative TFP Indices in Medium basins during 1975-76 to 2005 – 06

92

Cu

mu

lative

TF

P I

nd

ex

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

Year

1970 1980 1990 2000 2010

Cumulative TFP Indices in Large Basins during 1975-76 to 2005-06

Legend palar Ponnaiya Cauvery

Figure 13. Cumulative TFP Indices in Large basins during 1975-76 to 2005 - 06

93

CHAPTER XV

Results of DEA analysis

15. Results of DEA analysis

The TFP growth analysis provides trend in agricultural growth for the past three decades.

However, it does not provide options for further improvement in production and inputs usage.

With this in view DEA was performed. Given that we have 31 annual observations for 17 river

basins, we can perform DEA for each year by solving 17 Linear Programs for each year resulting

in a total of 527 LP problems. This will add to complexity in presenting the results. Further to

formulate policy options for future years, it will be more appropriate to perform DEA for the latest

period, i.e., 2005-06. Hence, DEA was performed for the period 2005-06 and the results are

discussed with a orientation for recommending policies for efficient utilization of resources.

The models with CRS technology assume that an increase in inputs will result in a

proportional increase in outputs. However, it is difficult to find such a linear relationship between

inputs and production in agriculture. For example, in agriculture, when the water volume applied

to crops is increased, we do not necessarily obtain a linearly proportional increase in agricultural

production. In order to account for this effect, the DEA model for variable-returns-to-scale (BCC)

was developed [Banker et.al, 1984] and the same model has been used in the present study.

The other essential characteristic of DEA models is orientation. The output-oriented model

refers to the capacity of a DMU to achieve the maximum volume of production (output) with the

available inputs, while the ability to maintain the same capacity of production using a minimum of

inputs is known as the input-oriented model. Input-oriented efficiency scores range between 0 and

1.0, and whereas output-oriented efficiency scores range between 1.0 to infinity; in both cases, 1.0

is efficient. In agriculture, it is very important not only to produce maximum production but also

to use inputs efficiently. Hence, both orientations (with VRS technology) are used in the present

study and the results are discussed below.

15.1. DEA with VRS technology and Output Orientation.

Table.33 provides a summary of Output Oriented VRS DEA, CRS DEA efficiency scores

and scale efficiencies for each river basin. The table shows that out of 17 basins, 13 basins are

100% VRS efficient and out of these efficient basins 9 basins are scale efficient also. Palar,

94

Cauvery, Vaippar and PAP basins are though VRS efficient, they are scale inefficient as their CRS

efficiencies are less than 1. Agniyar, Pambar & Kottakaraiyar, Vaigai and Gundar are inefficient

as their efficiency scores are less than 1.

It is interesting to note that these basins are CRS inefficient also. Their efficiency scores

range between 0.642 (Pambar & Kottakaraiyar) and 0.994(Vaigai). The average score of all the

basins is 0.969 and all these basins are located adjacently.

Table 33. Output Oriented VRS DEA model scores for the River basins of Tamil Nadu

Basin

No. Basin Name

Efficiency-

VRS

Efficiency-

CRS

Efficiency-

Scale

1 Chennai 1 1 1

2 Palar 1 0.798 0.798

3 Varahanadhi 1 1 1

4 Ponnaiyar 1 1 1

5 Paravanar 1 1 1

6 Vellar 1 1 1

7 Cauvery 1 0.898 0.898

8 Agniyar 0.864 0.798 0.924

9 Pambar & Kottakaraiyar 0.642 0.493 0.768 10 Vaigai 0.994 0.692 0.696

11 Gundar 0.967 0.658 0.680

12 Vaippar 1 0.839 0.839

13 Kallar 1 1 1

14 Tambarabarani 1 1 1

15 Nambiyar 1 1 1

16 Kodaiyar 1 1 1

17 P.A.P. 1 0.897 0.897

Mean 0.969 0.887 0.912

Data envelopment analysis identifies for each inefficient unit a set of excellent units, called

a peer group that can be utilized as benchmarks (reference basins) for improvement, and also

allows computing the projected values of inputs and outputs to make them efficient. The projected

values are computed as a linear combination of the values of the benchmarks using suitable

weights derived from DEA. Table.34 provides a summary of the benchmark basins for each

inefficient basin and the projected values of inputs and outputs for all the basins.

Pambar & Kottakaraiyar basin is the least inefficient basin with an efficiency score of

0.642. For this basin, water, land, labour and resources do not fully contribute to the agricultural

production, and the usage patterns should be improved for all inputs according to the

95

corresponding efficient basins, viz., Vellar (0.046), Ponnaiyaar (0.034), Chennai (0.407), and

Kodaiyar (0.512).

In other words Pambar & Kottakaraiyar basin can follow the cropping pattern and input

use as done in its benchmark basins and there is scope for further improvement in crop and

livestock output.

A simple calculation with actual and projected outputs shows that this basin can reduce the

labor by 10%, net irrigated area by 18%, NPK usage by 55%, net sown area by 29% but still

achieve and increase in each of the two outputs by 56%. Thus, for this basin there is scope for

increase in production with reduction in inputs. In order to achieve this it can follow the

combination of cropping patterns and inputs usage of Kodaiyar and Chennai basins, which are its

two major benchmark basins.

Agniyar is the next inefficient basin with a efficiency score of 0.864. Its benchmark basins

are Ponnaiyar(0.013), Kodaiyar (0.021), Chennai (0.464) and Varahanadhi (0.501). The projected

outputs for this basin are Rs.2887.3 (crores) for crop and Rs. 258.2(crores) for livestock.

Calculations with actual outputs show that this basin can increase each one of these two outputs by

16% and at the same time reduce net-irrigated area by 6%, NPK usage by 37%, Net area sown by

10% and cattle by 4%. This improvement can be reached if this basin follows the cropping and

input usage patterns of its major benchmark basins viz., Varahanadhi and Chennai.

Gundar is the third inefficient basin and its output oriented VRS efficiency score is 0.967.

Its benchmark basins are Kodaiyar (0.572), Chennai (0.314), Cauvery (0.006), and Kallar (0.108).

There is potential for increasing its two outputs by 3% with a reduction in labour by 43%, net

irrigated area by 23%, NPK usage by 21% and net sown area by 46%. Since Kodaiyar and

Chennai are its benchmark basins with maximum weights, Gundar basin can achieve the above

said targets by following the cropping pattern and input usage of these two basins.

Vaigai basin is the last inefficient basin with an efficiency score of 0.994. Its benchmark

basins are Vellar (0.136), Kodaiyar (0.565), Chennai (0.297), and Cauvery (0.002). Comparison of

its actual and projected outputs shows that there is a possibility of a marginal increase of 1% in its

crop and livestock production.

It can be seen from the above analysis that Kodaiyar and Chennai basins are major

benchmark basins for all the 4 inefficient basins. Hence, in general, it can be concluded that their

efficiencies can be improved by adopting the farming practices followed in these two basins for

maximising agricultural outputs.

96

Table 34. Output Oriented VRS DEA model –benchmarks and projected values

Basin

No. Basin Name Benchmarks

Projected values

Crop Livestock Labour

Net-

Area

Irrigated

NPK

used

Net-Area

Sown Cattle Poultry

1 Chennai 1694.9 364.6 388473.5 325097.7 0.653 182027.4 554065.2 801188.6

2 Palar 5374.8 492.5 826761.2 642806 1.252 423792.4 980849.8 1233978.4

3 Varahanadhi 3850.2 154.8 370331.5 270116.4 0.528 166241.6 309249.8 209341.4

4 Ponnaiyaar 11553.4 662.7 1077714.6 676100.4 0.915 607565.3 1328359.7 3439595.6

5 Paravanar 829.5 27.1 68384.7 46100.4 0.086 30187.3 46170.9 37289.6

6 Vellar 8736.8 546.9 784325.2 491844.8 1.166 371406.9 895372.8 7479026.5

7 Cauvery 24549.7 2568.9 3399740.0 2339278 4.157 1871729.3 3739470.6 58795422.1

8 Agniyar

Ponnaiyar(0.013)

Kodaiyar (0.021)

Chennai (0.464)

Varahanadhi

(0.501)

2887.3 258.2 381088.0 296680.3 0.584 177559.0 432255.4 531553.1

9 Pambar & Kottakaraiyar

Vellar (0.046)

Ponnaiyar

(0.034)

Chennai (0.407)

Kodaiyar (0.512)

1875.5 255.1 248188.1 210202.8 0.452 150143.5 365396.6 990297.5

10 Vaigai

Vellar (0.136)

Kodaiyar (0.565)

Chennai (0.297)

Cauvery(0.002)

2170.2 252.7 247830.4 203599.8 0.472 150533.1 352604.7 1599609.0

97

11 Gundar

Kodaiyar (0.572)

Chennai (0.314)

Cauvery (0.006)

Kallar (0.108)

1126.8 207.0 168746.8 155987.4 0.35 118934.8 264314.7 852688.3

12 Vaippar 794.9 223.3 216511.8 138460 0.244 170604.9 333666.2 983363.7

13 Kallar 115.3 104.6 65263.8 36111.63 0.067 72141.4 76566.3 177155.3

14 Tambarabarani 766.6 281.4 293731.3 224818.3 0.165 150659.9 416169.8 1093990.6

15 Nambiyar 281.4 103.9 94871.5 72526.13 0.02 59414.1 135229.2 358865.2

16 Kodaiyar 756.8 114.6 33227.0 62543.21 0.197 74465.5 103696.5 391501.3

17 P.A.P. 1589.0 171.2 178614.8 165222 0.303 142503.7 195723.5 20069070.2

98

15.2. DEA with VRS technology and Input Orientation.

Efficient usage of valuable inputs is important in agricultural production. This

efficiency can be measured by knowing the extent to which the inputs can be reduced but at

the same time, current level of production is maintained. In addition, agricultural outputs do

not proportionately increase with increase in inputs. Hence, an inputs oriented VRS

technology DEA is performed and the results are discussed below. Table.35 provides a

summary of the efficiency scores.

Table 35. Input Oriented VRS DEA model scores for the River basins of Tamil Nadu

Basin

No. Basin Name

Efficiency-

VRS

Efficiency-

CRS

Efficiency-

Scale

1 Chennai 1.000 1.000 1.000

2 Palar 1.000 0.798 0.798

3 Varahanadhi 1.000 1.000 1.000

4 Ponnaiyaar 1.000 1.000 1.000

5 Paravanar 1.000 1.000 1.000

6 Vellar 1.000 1.000 1.000

7 Cauvery 1.000 0.898 0.898

8 Agniyar 0.837 0.798 0.954

9 Pambar & Kottakaraiyar 0.545 0.493 0.905 10 Vaigai 0.993 0.692 0.697

11 Gundar 0.954 0.658 0.690

12 Vaippar 1.000 0.839 0.839

13 Kallar 1.000 1.000 1.000

14 Thambaraparani 1.000 1.000 1.000

15 Nambiar 1.000 1.000 1.000

16 Kodaiyar 1.000 1.000 1.000

17 P.A.P. 1.000 0.897 0.897

Mean 0.961 0.887 0.922

In the above table, the VRS efficiency scores of the basins are provided in the third

column. The CRS scores are provided in the fourth column for comparison only. The average

VRS score during 2005-06 is 0.961. This means that on the average, the current production

from crop, livestock can be obtained with 96.1% of the current usage of all inputs only, and

excess usage is 3.9%. Further the table shows that out of the 17 basins, 13 basins are 100%

efficient in utilizing the resources, viz., labour, net area irrigated, NPK, net area sown, cattle,

and poultry. The inefficient basins are Agniyar, Pambar & Kottakaraiyar, Vaigai, and

Gundar. The efficiency scores of these basins range from 0.545 (Pambar & Kottakaraiyar)

and 0.993 (Vaigai basin).

99

Agniyar is a small basin, the other three are medium basins, and it is interesting to

note all these four basins are neighbors. It can be readily seen from the table that these four

basins are inefficient under CRS technology also and their scale efficiencies are all less than

. Table.36 gives the benchmark basins, projected values of inputs and outputs and the

weights are given in brackets. The results for inefficient basins can be further analysed using

the above table. Consider the most inefficient basin, Pambar & Kottakaraiyar. For this basin,

water, land, labour and resources do not fully contribute to the agricultural production, and

the usage patterns should be improved for all inputs according to the corresponding efficient

basins, viz., Kodaiyar, Ponnaiyar, Chennai, and Vellar. In other words, Pambar &

Kottakaraiyar basin can follow the cropping pattern and input use as done in its benchmark

basins. Alternatively, since among its benchmark basins Kodaiyar basin has maximum

weight of 0.839, Pambar & Kottakaraiyar basin can follow the cropping pattern of Kodaiyar

basin in order to achieve improvement in efficiency of agricultural inputs usage.

Thus, there should be a shift in agricultural operations in this basin to become more

efficient. A simple comparison of its current usage of inputs and their corresponding

projected values shows that it can attain the current level of output by reducing labour by

60%, net area irrigated by 55%, NPK usage by 72%, net sown area by 51%, cattle and

poultry each by 45%. These extra resources can be efficiently used to increase the production

of agricultural outputs.

The next inefficient basin is Agniyar and it has an efficiency score of 0.837. Its

benchmark basins are Chennai (0.361), Kodaiyar (0.128), Varahanadhi (0.462), and Kallar

(0.049). In order to become efficient in using input resources, this basin can follow a

combination of cropping patterns followed by Varahanadhi, Chennai, and Kodaiyar. In

addition, it can reduce labour by 16%, net area irrigated by 20%, NPK usage by 45%, net

sown area by 21%, cattle by 20% and poultry by 16% without reduction in the current

outputs of crop and livestock. Thus, these over usage resources can be used to increase

agricultural production from its current level.

The third inefficient basin is Gundar and it has an efficiency score of 0.954. Its

benchmark basins are Kodaiyar (0.587), Chennai (0.292), Cauvery (0.006), and Kallar

(0.116). Since the weight for Cauvery basin is small, Gundar basin can follow a combination

cropping patterns in Kodaiyar, Chennai, and Kallar basins. Its current level of crop and

livestock outputs can be attained even by reducing reduce labour by 46%, net area irrigated

by 27%, NPK usage by 24%, net sown area by 48%, cattle and poultry each by 5%.

100

Vaigai basin is the next inefficient basin with an efficiency score of 0.993. Its

benchmark basins are Vellar (0.135), Kodaiyar (0.570), Chennai (0.293), and Cauvery

(0.002). The maximum weight is for Kodaiyar basin followed by Chennai and Vellar. Hence,

Vaigai basin can improve its efficiency by adopting a combination of cropping patterns

followed in these three basins. Its current outputs can be realized by reducing labour by 54%,

net area irrigated by 36%, NPK usage by 45%, net sown area by 48%, cattle and poultry each

by 1%.

It can be seen that Kodaiyar and Chennai basins are major benchmark basins for all

the inefficient basins. Hence, agricultural production in the inefficient basins can be improved

by adopting the farming systems followed in these two basins.

It can be concluded that Pambar & Kottakaraiyar, Agniyar, Gundar, and Vaigai basins

are inefficient under both input oriented and output oriented technologies and hence

agricultural production in Tamil Nadu can be improved by paying more attention to farming

activities in these 4 basins.

101

CHAPTER XVI

Summary and Conclusions

16. Summary and Conclusions

There was wide range of crop and livestock outputs in all the river basins. Livestock is

one of the major allied activities of agriculture. Comparing base year i.e. 1976 there was increase

in livestock population in all the basins. This was mainly due to sustained income from livestock

and in most of the farms; family members only maintained livestock. Though net irrigated area

increased over the decades, there was not much increase in net sown area. This was supported by

the minimum of coefficient of variation. In addition, there was considerable increase in intake of

NPK fertilizers in all river basins. As the decades under consideration were after green

revolution, the intake of inorganic fertilizers had increased due to increase in area under high

yielding varieties and area under irrigation. There was tremendous increase in poultry population

in Tamil Nadu especially in Cauvery basin and P.A.P basin.

The liberalization policies and other related activities were introduced In India in the year

1990-91 onwards. In order to assess the impact of liberalization on agriculture particularly on the

productivity of agriculture and livestock the last three decadal time period from 1975-76 to 2005-

06 was parted as period I pre liberalization period from 1975-76 to 1990-91 and period II post

liberalization period from 1991-92 to 2005-06. The crop and livestock input and output trends

were assessed in pre liberalization period (1975-76 to 1990-91) and post liberalization period

(1991-92 to 2005-06). Triennium ending average was worked out for starting year and ending

year of each period. For the period I (pre liberalisation period) for starting year triennium

ending average was estimated by taking average of 1975-76, 1976-77 & 1977-78 year data and

for ending year triennium ending average was estimated by taking average of 1988-89, 1989-90

& 1990-91. For the period II (post liberalisation period) for starting year triennium ending

average was estimated by taking average of 1991-92, 1992-93 & 1993-94 year data and for

ending year triennium ending average was estimated by taking average of 2003-04 & 2005-06.

102

It was interesting to note that percentage change in output trend after liberalization period

was less compared to pre liberalization period. Even negative changes were noted in Vaippar and

Kallar river basins.

As all 17 river basins in Tamil Nadu was taken into account for the present study, to

have clear view on trends and for convenience graphs were presented as small, medium, and

large basins. Only after 1990s, there was wide fluctuation in crop output in all the river basins.

Before 1990s, the trend was smooth. The same trend was also noted in livestock output.

Though net irrigated area has shown positive trend in pre liberalization period and

negative trend in post liberalization period, the net sown area has sown negative trend invariably

in both the periods in all basins. As expected net irrigated area was increasing at declining rate

over the decades. After post liberalization period, the trend was vigorous. This was mainly due to

proliferation of wells particularly bore wells. NPK consumption in agriculture was increasing at

decreasing rate. Increase in net irrigated area has led to increased consumption of fertilizers.

After liberalization period, change in labour use in agriculture was negative in few basins and

was less in other basins compared to pre liberalization period. In pre liberalization period there

was positive percentage change in all river basins. Comparing cattle input in base year and

current year period, Tamil Nadu as a whole showed negative change. In general, poultry

population was increasing over the decades.

Using DEA analysis total factor productivity was measured for all river basins for three

decades starting from 1975-76 to and 2005-06. The TFP indices of 17 river basins fluctuate

during the whole period of study. Technical efficiency change was further decomposed into pure

efficiency change and scale efficiency change.

The average of all efficiency change via efficiency change, technical efficiency change,

scale efficiency change, pure efficiency change and total factor productivity change for Chennai

basin was one and more than one indicating that agricultural production is technically efficient.

In Palar basin the range of efficiency change was from 0.772 to 1.506. There was not much

difference in TFP and other efficiency change in pre liberalization period and post liberalization

period. It was more than one indicating that Palar basin was technically efficient in using inputs.

In Varahanadhi basin TFP was more than one in pre and post liberalization periods indicating

103

that the basin was technically sound. Though in Ponnaiyaar river basin average TFP was more

than one, in post liberalization period it was less than one i.e. 0.957. In pre liberalization period,

it was 1.229.

In Paravanar basin, the average TFP was 1.034 and there was slight difference in TFP in

pre (0.989) and post liberalization period (1.079). The efficiency change was one in both periods

and the change in TFP was due to technical efficiency change. In Vellar basin the average TFP

was more than one (1.070) in the last three decades. There was no difference noted in pre and

post liberalization periods. Nevertheless, the efficiency change was less than one and the

technical change was more than one. The average TFP was nearing one in post libralisation

period and it was above one in pre liberalization period (1.115). Though technical change was

more than one in both periods, the efficiency change was less than one or nearing one.

There is a possibility for improving efficiency of inputs in Agniyar basin as there was

slight reduction in efficiency change from 1.013 (pre liberalization period) to 0.986 (post

liberalization period). Though average TFP was more than one in both periods in Pambar &

Kottakaraiyar river basin, there was slight reduction in TFP and technical change in post

liberalization period.

The same trend was noted in Vaigai basin as in case of Pambar & Kottakaraiyar basin.

Though efficiency of inputs have improved after liberalization period there was not much of

improvement in technology. It was evidenced from the table that technical change was reduced

from 1.078 in pre liberalization period to 1.008 in post liberalization period. Therefore, TFP also

showed slight reduction in post period. Gundar river basin also followed the same trend as that of

Pambar and Vaigai basin. Period II ie post liberalization period faced reduced TFP and technical

change coefficients. There was slight improvement in efficiency change coefficients. The total

factor productivity was less than one in period II (0.952) compared to pre liberalization period

(1.028) in Vaippar basin.

The average TFP for the last three decades was 0.99. The average technical change was

nearing one but it was less than period I. In Kallar basin the changes in total factor productivity

was mainly due to technical change. As efficiency change was one and there was no change in

efficiency of inputs in last three decades, any development activity should focus on technical

improvement. This was further stressed by the fact that reducing trend in total factor productivity

after liberalization period. There was reduction in TFP in Tambarabarani basin. TFP has reduced

104

from 1.019 in pre liberalization period to 0.984 in post liberalization period. Technical change

also showed the same trend and it was less than one in post liberalization period.

There was no change in efficiency coefficient in these two period and it was nearing one

i.e. 0.998. In Nambiar basin changes in total factor, productivity was fully contributed by

technical changes and not due to the efficiency of inputs in agriculture and allied sector. There

was no change in TFP in two periods indicating that there was not much change in technology

adopted by the farmers. Efficiency of inputs also needs attention, as it remained same in both the

periods. In Kodaiyar basin also changes in total factor productivity was fully contributed by

technical changes and not due to the efficiency of inputs in agriculture and allied sector. P.A.P

was the only basin in which the total factor productivity was less than one in pre and post

liberalization period. The average total factor productivity was 0.976 for the last three decades.

All river basins had shown negative growth rate in pre liberalization period except P.A.P

basin. In post liberalization period basins, namely Chennai, Palar, Varahanadhi, Ponnaiyaar,

Paravanar, Vaippar, Thambaraparani and Nambiar river basins have shown positive growth rate.

All other river basins showed negative growth rate in post liberalization period. The positive

growth rate was mainly due to efficiency of inputs used for agriculture and livestock. Efficiency

change has contributed much to the total factor productivity. But overall growth rate ie growth

rate of total factor productivity for last three decades was negative for all river basins except

Nambiar and P.A.P river basins.

However, most of the river basins have shown total factor productivity more than one but

there was no growth in the total factor productivity in last three decades except in one or two

basins.

The cumulative TFP indices were more than one for majority of river basins except in

case of basins like Thambaraparani, Nambiar, Kodaiyar and P.A.P. The cumulative indices also

coincided with the results of TFP indices i.e. basins showed lower than one average TFP had

showed the same result in case of cumulative indices.

105

CHAPTER XVII

Policy recommendations

17. Policy recommendations

River basins are the major source of agricultural production to feed the increasing

population. Several basins are facing the problems of reduced surface and groundwater supplies

due to changes in rainfall intensity, poor catchment management and poor water distribution

practices and increasing intersectoral water demand.

In order to meet the future water demand, the available supplies should be efficiently

used and one way to achieve this will be increasing the efficiency of the river basins.

The following are suggested for up scaling at different levels:

1. Since crop and livestock are the integral components of agricultural production, it is

important to make developmental programs to be converging at basin level. All the

ongoing and proposed programs should have common linkages and aim to deliver the

target output. Livestock is the major supplementary income for farming community. As

the number of animals maintained by a farm firm is merely for meeting domestic needs

and meeting daily expenses. Dairying is not done as commercial activities by all farms.

Farmers should be encouraged to practice dairying as commercial venture by providing

technical guidance and credit facilities. Development of poultry industry in agricultural

farms could lead to more area under maize and other cereals and development of feed

units. Training and technical expertise in dairying and poultry will sustain marginal and

small farming communities in Tamil Nadu.

2. The results of the DEA and TFP analyses help to identify the basins for efficient use of

the resources. Increasing the cropping and irrigation intensity will help some of the basins

to perform comparatively well. Hence using the results of the study the basins that have

more potential to improve the performance through efficient use of the resources such as

water, labour, fertilizer should be identified and interventions should be made to improve

the performance.

106

3. Technology package should be updated and made available for each basin and the cost of

transfer and adoption should be linked with the ongoing programs. Needed capacity

building programs should be in built using the existing KVKs and regional agricultural

research stations.

4. Conservation programs such as watershed management and improved water management

techniques such as drip and sprinklers are still lacking behind due to poor adoption.

Future water related investment programs should therefore aim to develop strategies and

action plans to address the issue of efficient water allocation and management with the

goal of maximizing the productivity per unit of water. Given the existing water supply

scenarios, the demand management strategies will be considered more relevant for the

efficient management of the available supplies. Therefore, what is needed is the clear

understanding of the value of water in alternate uses as well as the incentive to allocate

the water among competing crops and uses in different river basins.

5. Creation of strong database at basin level is important incorporating the supply and

demand details of water crop, and livestock. Investment made, returns to investment in

various activities in the basin should be documented and analysed periodically for

making future projects of the basin current and future potential.

6. Climate change will affect the water supplies and it is important to identify and

implement the various adaptation measures at both micro (farm) level and macro (basin)

level. This will help to improve the overall basin performance.

107

CHAPTER XVIII

References

18. References

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Nijhoff Publishers, USA

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110

Appendix-I

River Basins of Tamil Nadu

1. Chennai Basin

1. Varahanadhi Basin

Description District

Chengalpat Thiruvannamalai South arcot

Total area of the

district(Sq Km)

7857 6197 10895

Basin area in the

district in Sq Km

770 306 3138

Percentage area of the

district

9.8 4.94 28.8

Percentage of area of

basin in each district

18.27 7.26 74.47

Sub basins

1. Varahanadhi

2. Ongur.

Small sub basin

1. Nallamur

2. Kondamur.

Tributaries

1. Annamangalam

2. Nariyur

3. Tondiyur

4. Pambaiyur

5. Pambai Channel and

6. Chengai Odai.

Surface water Capacity

(MCM)

Annual

storage(MCM)

Ayacat (ha)

Vidur dam 17.13 17.13 1295.02

Tamil Nadu – 890.33 ha

Pondicherry - 404.69 ha

111

Irrigation

efficiency

System tanks 131 Well 69 % of GIA 75%

Non system tanks 1290 Tanks 30.30% of GIA 40%

Storage capacity of

both System and

Non system tanks

275.50 mm

Total storage capacity as created now – 292 MCM

Drinking 1994 1999 2004 2019 2044

MCM

Urban 15.75(0.93%) 18.01(1.06%) 20.27(1.18%) 27.05(1.8%) 38.35(2.73)

Rural 23.32(1.38%) 25.09(1.47%) 26.86(1.57%) 32.17(2.14%) 41.03(2.92%)

Total 39.07 43.10 47.13 59.22 79.38

Agriculture 1604(94.18%) 1604(94.18%) 1604(93.57%) 1364(90.8%) 1204

Livestock 28.68 28.68 28.68 28.68 28.68

Industries (8% rise per year)

SSI 2.5 3.14 3.78 5.18 8.9

Medium and

Large

17.6 24.13 30.64 44.99 82.8

Total 20.10 27.26 34.42 50.17 91.7

Total 1691.85 1703.04 1714.23 1502.07 1403.76

Total

potential

1898 1898 1898 1898 1898

Balance 206.15 194.96 183.77 395.93 494.24

% w.r to

potential

10.86 10.27 9.68 20.86 26.04

Total surface water potential – 412.09 MCM

Ground water potential – 1482.07 MCM

Diversion from Ponniyar basin for municipal water supply – 4 MCM

Total – 1898 MCM

1991 1994 1999 2004 2019 2044

Population in thousands

Urban 438.02 479.3 548.11 616.91 823.33 1167.36

Rural 1524.12 1596.92 1718.27 1839.61 2203.64 2810.37

Total 1962.14 2076.22 2266.38 2456.52 3026.97 3977.73

112

2. Vaippar basin

Kamarajar Madurai Nellai

kattabomman

V.O.

Chidambaranar

Percentage 68 7 5 22

Area 3660.53 352.50 244.03 1165.94

Total area of the basin – 5423 Sq Km.

Tributaries

1. Nichabanadhi

2. Uppodai

3. Kalingalur

4. Arjuna Nadhi

5. Nagariar

6. Kousiga Nadhi

7. Deviar

8. Senkottaiar

9. Kayalkudiar

10. Vallampatti Odai

11. Sevalaperiyar

12. Uppathur

13. Sindapalli.

Irrigation sources

Particulars Ha

Canal 476 (0.16%)

Tank 33077 (11.2%)

Well 64010 (21.68%)

S.No Name of the dam

/reservoir

Capacity in

MCM

Annual storage Ayacat in ha

1 Periyar dam 5.45 10.9 3652

2 Kovilar dam 3.77 7.54 -

3 Vembakottai reservoir 11.29 22.58 3280

4 Kullur sandai reservoir 3.59 7.18 1170

5 Anaikuttam reservoir 3.56 7.12 1214

6 Golwarpatty reservoir 5.20 10.40 1821

Sub total 32.86 65.72 11137

7 Irukkankudi reservoir 14.14 28.28 3787

8 Ullar reservoir 7.73 12.14 4694

Sub total 21.87 40.42 8481

Total 54.73 106.14 19618

113

Irrigation efficiency

System tanks 151 Well 53.5 % of GIA

Non system

tanks

711 Tanks 48.2 % of GIA

Storage capacity

of both System

and Non system

tanks

559.40 mm

Total storage capacity as created now – 625.12 MCM

Annual surface water potential – 611 MCM

Annual ground water potential – 1167 MCM

Total water potential of the basin– 1778 MCM

Sub surface water augmented from vaigai basin – 1.864 MCM

Surface water diverted from tambaraparani – 2.952

Total potential of the basin - 1783

Population in millions

1991 1994 1999 2004 2019 2044

Urban 0.793 0.934 1.047 1.160 1.566 2.299

Rural 1.063 1.110 1.365 1.620 2.608 3.191

Total 1.856 2.044 2.412 2.780 4.174 5.490

Cross irrigated area - 104099 ha

Un irrigated area – 187356 ha

Out of the irrigated area paddy is – 46.2 %

Gross irrigation requirement – 1302.65 MCM

Water demand in MCM

S.No Sector 1994 1999 2004 2019 2044

Drinking

1 Urban 28.15 36.12 44.10 68.04 107.94

2 Rural 15.85 18.89 21.92 29.96 44.07

Total 33.99 55.01 66.02 98.00 152.01

3 Agriculture 1302.65 1302.65 1302.65 1386.15 1386.15

4 Livestock 13.76 13.76 13.76 13.76 13.76

Industries

5 SSI 19.62 27.47 35.31 43.16 98.1

6 Major and

medium

1.0 1.40 1.80 2.20 5.00

Total 20.62 28.87 37.11 45.36 103.10

Total demand 1381.03 1400.29 1419.54 1543.27 1654.92

Total potential 1783 1783 1783 1783 1783

114

Balance 402 383 363 240 128

% balance W.R.T

availability

22.5 21.5 20.4 13.5 7.2

3. Agniyar river basin

District: Pasumpon Muthuramalinga Thevar, Tiruchi, Thanjavur, Pudukottai.

Name of the district Area of the

district (sq.

Km)

Area covered

in the basin

(sq. Km)

% of area

covered in the

district

% of area

covered

in the basin

Pasumpon muthu

ramalinga thevar

4086 69 1.70 1.5

Thiruchi 11096 415 3.7 9.0

Thanjavur 8280 922 11.10 20.0

Pudukottai 4651 3160 67.90 69.5

Total 28113 4566 84.40 100.0

The figures given for thiruchi district is before its trifurcation

Sub basins

1. Agniar sub basin

2. Amballur sub basin

3. South velar sub basin

Total command area

S.NO Name of the sub basin Number of tanks Ayacat

ha acre

I Agniar sub basin

a Agniyar 959 17304 42756

b Maharaja samudram 321 6769 16725

II Vellar Basin

a Uppar vellar 2118 22231 54932

b Lower vellar 416 24699 61032

III Ambuliyar sub basin

a Uppar ambuliyar 136 2676 6612

b Lower ambuliyar 25 2671 6601

Total 3975 76350 188688

IV G.A Canal 44789 110671

Ground total 3975 121139 299359

Total command area fed by farmer is 16350 ha .this includes the command area of5997 ha of

the system tanks under 16 anicuts supplemented by G. A. Canal.

115

Agniyar river basins consists of 3 sub basins i.e ) agniyar, ambuliyur and south velar.

There are seven tributaries in the basin. The river agniyar have three tributaries viz., nariar I,

nariar II and maharaja samudram. The river ambuliyur have two tributaries viz., punakuttiyar

and Maruthangudiyarthe River south vellar have two tributaries viz., nerunjikudiar and

gundar. There are three gauging station in agniyar river basin managed by public work

department.

1. Poovanam anicut- agniyar

2. Adaiklladevan anicut –ambuliyar

3. Manamelkudi anicut –south vellaran important point to be noted in this basin is that there

are no reservoirs across any of the rivers of the basin. The main reason being none of the

rivers have copious flow.the terrain of the country is also ------- and it is difficult to

construct any reservoir. There is no dual ayacat fed by the rivers of the basin. There are

about 3975 tanks in the basin by which 76350 ha are being irrigated out of the above 346

are system tanks and 3629 are non-system tanks. The approximate storage capacity of

these tanks is 560 MCM.

Surface Water Potential

The total SWP for 15% probability for agniyar river basin is as follows

1. South west monsoon surface Water Potential – 222 MCM

2. North east monsoon surface Water Potential – 239 MCM

3. Annaur surface Water Potential – 585 MCM

Total surface water potential

1. Surface water potential generated within the basin I – 585 MCM

2. Surface water quantity diverted from Cauvery river - 499 MCM

Total - 1084 MCM

The total water potential of the agniyar

Surface water potential – 585 MCM

Diversion from Cauvery basin through G.A canal – 499 MCM

Total surface water potential – 1084 MCM

Ground water potential – 920 MCM

116

Total water potential – 1084 +920 -2004 MCM

Population

Year 1994 1999 2004 2019 2044

Urban 0.282 0.307 0.331 0.404 0.526

Rural 1.255 1.333 1.411 1.645 2.035

Total 1.537 1.640 1.742 2.049 2.561

Present and future water demand (in MCM)

Sector 1991 1994 1999 2004 2019 2044

Agriculture - 2344.00 2344.00 2344.00 2344.00 2344.00

Domestic

Urban 8.80 9.28 10.08 10.87 13.27 17.27

Rural 17.65 18.33 19.47 20.61 24.02 29.71

Sub total 26.45 27.61 29.55 31.48 37.29 46.98

Livestock - 14.80 14.80 14.80 14.80 14.80

Industries

Small - 1.47 2.06 2.65 4.41 7.35

Major and

medium

- 15.62 21.87 28.12 46.86 78.10

Sub total - 17.09 23.93 30.77 51.27 85.45

Total 52.90 2403.50 2412.28 2421.05 2447.36 2491.23

Water balance

Year Present Short term Long term

1994 1999 2004 2019 2044

Total demand 2404 2412 2421 2447 2491

Total potential 2004 2004 2004 2004 2004

Deficit 400 408 417 443 487

% of deficit

w.r to demand

16.6 16.9 17.2 18.1 19.6

Short term:

In the short term period ending 2004 the water deficit is in the order of 16.9 % to 17.2 %

Long term:

In the Long term period ending 2044 water deficit is in the order of 18.1 % to 19.6 %

117

4. Pambar and kottakaraiyar basin

S.No Name of the district Area of the

district in Sq. Km

Area covered by

this basin in Sq.

Km

% area covered

by this basin

1 Dindugal –mannar

thirumalai

6058 478 7.89

2 Tiruchy –

perumpidugu

mutharaiyar

11096 44 0.40

3 Pudukottai 4651 809 17.39

4 Pasumpon -

muthuramalingam

4086 2989 73.15

5 Madurai 6565 279 4.25

6 Ramanathapuram 4232 1248 29.49

Three streams

1. Koluvanaru

2. Pambar

3. Kottakaraiyar. Cropping pattern and cropping calendar

S.No First crop Season

1 Paddy Aug –Jan to Oct -Feb

2 Cholam Mar – May

3 Ragi Mar – June

4 Chillies Dec –Apr

5 Gingelly Dec- Mar

6 Cotton Feb –July

7 Sunflower Jan -May

Groundnut Jan – Apr

Total ayacat irrigated – 13204 ha

Tanks – 1161

Surface water potential -653 MCM

Ground water potential – 976 MCM

Total water potential – 1629 MCM

Population in millions

Sector 1994 1999 2004 2019 2044

Urban 0.439 0.472 0.505 0.604 0.769

Rural 1.281 1.350 1.420 1.627 1.972

Total 1.720 1.822 1.925 2.231 2.741

118

Present and future demand

Sectors 1994 1999 2004 2019 2044

Domestic

Urban 14.41 15.49 16.58 19.85 25.28

Rural 18.71 19.72 20.73 23.75 28.79

Total 33.12 35.21 37.31 43.60 54.07

Agriculture 1960.73 1960.73 1960.73 1960.73 1960.73

Livestock 24.98 24.98 24.98 24.98 24.98

Industries

SSI 4.04 5.66 7.27 12.12 20.20

Large and

medium

30.55 41.87 53.19 87.13 143.71

Total 34.59 47.53 60.46 99.25 163.91

Total demand 2053.42 2068.45 2083.48 2128.56 2203.69

Water

potential

1629 1629 1629 1629 1629

Deficit 424 439 454 500 575

Deficit % 26.03 26.95 27.87 30.69 35.30

5. Nambiyar basin

District Total area in Sq Km Basin area in Sq km % of th district area

V.O. Chidambaranar 4621 520 11.26

Tirunelveli

kattabomman

6810 1464 21.49

Kanyakumari 1685 100 5.94

Sub basin:

1. Karumaniyar

2. Hanumanadhi

3. Pachaiyar

4. manimuthar canal

5. Nambiyar River

Tributaries

1. Thamarayar

2. Parattayar

119

Name of the

reservoir

Capacity in

MCM

Annual storage

in MCM

Ayacat in ha

Nambiyar 2.33 2.59 705.65

Kodumudiyar 3.58 7.56 2340.00

System tanks- 559

Non System tanks – 38

Approximate storage capacity of these tanks – 94.54 MCM

Total storage capacity as created now -100.45 MCM

Surface water potential - 203.87 MCM

Annual ground water potential – 274.74 MCM

Total water potential – 478.61 MCM

Basin GIA – 3365

Present and future water demand

Sector 1994 1999 2004 2019 2044

Domestic use

Urban 4.40(0.81) 4.80(0.82) 5.26(0.90) 6.54(0.10) 8.67(1.44)

Rural 6.24(1.15) 6.94(1.18) 7.65(1.30) 9.77(1.65) 13.31(2.21)

10.64 11.74 12.91 16.31 21.98

Agriculture 523.59(96.7) 566(96.63) 566(96.32) 566(95.41) 566(93.93)

Livestock 5.42(1.00) 5.42(0.93) 5.42(0.92) 5.42(0.91) 5.42(0.90)

Industries 1.83(0.34) 2.56(0.44) 3.29(0.56) 5.49(0.93) 9.15(1.52)

Total 541.48 585.72 587.62 593.22 602.55

Potential 478.61 478.61 478.61 478.61 478.61

Surflus /

deficit

-62.87 -107.11 -109.01 -114.61 --123.94

Percentage of

total dd

-11.61 -18.29 -18.55 -19.32 -20.57

Population (in millions)

Sector 1994 1999 2004 2019 2044

Urban 0.134 0.146 0.160 0.199 0.264

Rural 0.427 0.475 0.524 0.669 0.991

Total 0.561 0.621 0.684 0.868 1.155

120

6. Palar river basin

Name of the district Area falling in the basin

Vellore (north arcot- ambedkar) 4710.58

Thiruvannamalai (Thiruvannamalai-

sambuvarayar)

4012.19

Kancheepuram (chengai MGR) 2187.90

Total 10910.67

Tributaries

1. Poiney

2. Kaudinganadhi

3. Malattar

4. Cheyyar

5. Agaramar

6. Killiyur

7. Vegavathiar

Name of the basin

1. Uppar palar

2. Kamandala naganadhi

3. Upper cheyyar

4. Kilya palar

5. Lower palar

Surface water

Dams and reservoir

The river palar is having 5 tributaries namely poiney, Kaudinganadhi, Malattar, Cheyyar

Killiyur. Flow measurement is being taken in 7 locations namely 1. Palar anicut 2. Poiney 3.

Aliabad 4. Kamandalanaganadhi 5.cheyyar 6. Tandalai and 7. Uthiramerur. Apart from the 4

gauge are maintained by central water commission.hey are avarakuppam, magaral, arcot and

chengalpattu. There is no major reservoir in the basin. However, there is two reservoir under

construction in the basin namely marthana andrajathoppu canal.

There are about 661 system tanks by which 60972 ha are being irrigated. The storage

capacity of these tanks is approximately355 MCM and total storage capacity as created now

is 355 MCM (approximately) only.

121

Population (in millions)

Area 1994 1999 2004 2019 2044

Urban 1.611 1.834 2.057 2.725 3.839

Rural 3.630 3.878 4.126 4.870 6.110

Total 5.241 5.712 6.183 7.595 9.949

Present and future water demand

Sector 1994 1999 2004 2019 2044

Domestic use

Urban 52.95 60.26 67.58 89.53 126.12

Rural 53 56.62 60.24 71.11 89.21

105.95 116.88 127.82 160.67 215.33

Livestock 60.09 60.09 60.09 60.09 60.09

Industries

SSI 4.47 5.32 6.16 8.69 12.91

Large and

medium

8.63 49.66 60.70 93.81 148.99

Total 43.10 54.98 66.86 102.5 161.9

Atomic

power

5.00 10.00 10.00 10.00 10.00

Total 2746.14 273.95 2796.77 2865.23 2979.36

Demand prediction

The future requirement has been assessed based on the information received from SG &

SWRDE (ground water department) of WRO and is 100 MCM per year. Thus the future

water demand computed as fallows.

Particulars Water requirements in MCM

1994 1999 2004 2019 2044

Atomic power

plant at kalpakkam

5.00 10.00 10.00 10.00 10.00

Water balance

The total surface water potential of the palar basin works out to 1758.00 MCM of the

ground waater potential of the palar basin works out to 2160.32 MCM.

Surface water potential of the basin -1758.00 MCM

Ground water potential of the basin – 2610.32

Total water potential of the basin – 4368.32

122

Year 1994 1999 2004 219 2044

Total water

potential of the

basin(MCM)

4368.32 4368.32 4368.32 4368.32 4368.32

Total water

demand(MCM)

2746.14 2773.95 2796.77 2865.23 2979.36

Balance water

(MCM)

1622.18 1594.37 1571.55 1403.09 1388.96

% of surplus 37 36 36 32 32

Short term

In general in the ST period ending 2004, the water balance of the basin varies from

1622.18 to 1571.55 MCM.

Long term

In long term period ending 2044, the water balance of the basin decreases from 1403.09

to 1388.96 MCM.

7. Ponnaiyar river basin

District: Dharmapuri, North –Arcot, Thiruvannamalai, South Arcot, Villupuram

S.No Name of the

District

Total Area of

the District

Area of the

basin falling

in the dt

% Area of the

dt falling in

the basin

% Area of

basin falling

in the dt

1. Dharmapuri 9622 6744.03 70.10 59.91

2. N.Arcot-

ambedkhar &

thiruvannamalai

- sambuvarayar

12268 1315.31 10.72 11.68

3. S.Arcot-vallalar

and Villupuram

– ramasamy

padiyachiyar

10894.00 3197.66 29.35 28.41

Ponnaiyar River is having 10 tributaries namely,

1. Chinnar I

2. Chinnar II

3. Markandandhi

4. Pullam pattinadhi

5. Pambar

6. Vaniar

7. Kallar

8. Pambanar

9. Musukundanadhi

10. Thurinjalar

123

Name of the Reservoir:

1. Krishnagiri

2. Sathanur

3. Pambar

4. Shoolagirichinnur

5. Vaniar

6. Thumbalahalli

7. Kelavarapalli

Irrigated Area – 650 Sq.km

Unirrigated Area – 2975 Sq.km

Dry Farm – 287 Sq.km

No Storage Capacity

System Tanks 1133 119

Non-System Tanks 0 121

Total 240

Total Capacity of Reservoir – 311.00

Area cut in Ha – 32172

Total Storage Capacity as created now – 311 + 240 = 551 mcm

System Tank – 304, Ayacut – 26133

Non-System Tank – 829, Ayacut – 18673

Direct area cut of this basin – 46010

Total ayacut of basin – 90806

Surface Water Potencial: 1310.43 mcm

Ground water - 1560

Total Water Potencial: 2870 mcm

s.no crop Season Net crop water

requirement

1 Paddy Aug –jan

Feb –june

Oct -mar

655.00

1005.00

92.00

2 Groundnut July –oct

Nov-mar

453.00

320.00

3 Sugarcane feb -jan 1300.00

4 Sorghum -bajra Jan -mar 318.00

5 Ragi & other millets - 405.50

124

Irrigation requirement

Present & Future Demand in mcm

S.No Sector 1994 1999 2004 2019 2044

1. Domestic

a) Urban 19.34 21.06 22.77 27.90 36.48

b) Rural 49.46 53.03 57.79 72.69 95.87

Subtotal 68.81 74.69 80.56 99.99 132.35

2. Agriculture 2668.8 2668.8 2668.8 2321.39 2089.78

3. Livestock 53.84 53.84 53.84 53.84 53.84

4. Industries

a) Small scale 6.52 9.13 11.74 19.56 32.60

b) Large scale 63.07 86.43 109.79 179.87 296.67

Subtotal 69.59 95.56 121.53 199.43 329.27

Total 2861.04 2892.89 2924.73 2674.65 2605.24

For demand computed based on the strategy of 1351 pcd per person in urban area and 70

Lpcd per person in rural area, the demand will be shown in the following table,

S.No Sector 1994 1999 2004 2019 2044

1. Domestic

a) Urban 27.90 30.38 32.85 40.29 52.68

b) Rural 86.55 92.80 99.05 117.80 149.05

Subtotal 114.45 123.18 131.09 158.09 201.73

2. Agri 2668.80 2668.80 2668.80 2321.39 2089.78

3. Livestock 53.84 53.84 53.84 53.84 53.84

4. Industrial

a) Small scale 6.52 9.13 11.74 19.56 32.60

b) Large sclae 63.07 86.43 109.79 179.87 296.67

Subtotal 69.59 95.56 121.53 199.43 329.27

Total 2986.68 2941.38 2976.07 2732.75 2674.62

Crop Area in ha Net crop water

requirement mm

System area

Paddy 23973 206.80

Groundnut 13981 63.45

Ragi 12433 50.45

Sugarcane 5820 75.66

Total 62227 448.29

Non system area

Paddy (tanks) 28579 246.54

Paddy (others) 41166 355.12

Sugarcane 26436 343.68

Total 412106 945.34

125

Water Balance:

S.No Year 1994 1999 2004 2019 2044

01. Water Potential 2870 2870 2870 2870 2870

Low Projection

02. Water Demand 2861.04 2892.89 2924.73 2674.65 2605.24

03. Balance 8.96 - - 197.16 269.55

04. % Balance

W.R.T

Availability

0.31 - - 6.9 9.4

High Projection

05. Water Demand 2906.68 2941.38 2976.07 2732.75 2674.62

06. Balance - - - 129.21 185.08

07. % Balance

W.R.T

Availability

- - - 4.5 6.4

Gadilam Basin: Ponniyar Basin (Population in millions)

S.No Population 1994 1999 2004 2019 2044

1. Urban 0.589 0.641 0.693 0.850 1.110

2. Rural 3.386 3.673 3.958 4.813 6.238

Total 3.977 4.314 4.651 5.663 7.348

S.No Name of the Reservoir Capacity in mcm Ayacut in Ha

1. Krishnagiri 66.10 3642

2. Sathanur 207.00 1822

3. Pambar 7 1620

4. Shoolagiri Chinnar 2.30 352

5. Vaniar 11.80 4212

6. Thumbalahalli 3.70 884

7. Kelavarapalli (Under

Construction) 13.10 3240

Total 311 32172

126

8. Vellar river basin

S.No District Area of the district

in Sq.km

Area

covered

by vellar

basin

sq.km

% area of the

dist covered

in the basin

% area of the

basin covered

by the dist

1. Dharmapuri 9622 69 0.72 0.90

2. Salem 8649 2439 28.20 31.90

3. Tiruchi 11096 1658 14.94 21.60

4.

Villupuram

Ramasamy

Padayachiyar

6276 1855 29.56 24.30

5. South Arcot 4619 1638 35.46 21.30

Total 7659 100

Dams and Reservoir:

The river vellar is having four main tributaries homely swethanadhi,

manimukthnadhi chinnal and anavarai odai. At 10 places, river flows are measured. They are:

i) Anaimaduvu reservior

ii) Kariyakoil reservior

iii) Gomuki reservior

iv) Manimuthanadhi reservior

v) Willington reservior

vi) Memattur anicuts reservior

vii) Virudhachalam reservior

viii) Tholudur reservior

ix) Relandurai reservior

x) Sethiyathope reservior

S.No Name of the

Reservoir

Gross Capacity in

mcm

Ayacut in Ha

. Anaimadavu 7.56 2118

2. Kariyakoil 8.38 1457

3. Gomuki 15.86 2023

4. Mnaimuktha 20.87 1720

5. Millingdon 65.18 11068

Total 114.85 18386

127

The vellar basin system anicuts in the main river as well as in us tributaries. There are

about 386 system tanks and 71 Non-system tanks. The total crop area of anicuts and tanks are

given below:

S,No Anicuts and Tanks Area in Ha

1. Ayacuts under regulators 5 nos 24580

2. Ayacuts of minor anicuts (215 nos)

including system tanks (386 nos)

21516

3. Ayacuts of non-system tanks (71 nos) 6972

4. Ayacuts of Reservoir (5 nos) 18386

Total 71455

The storage capacity of these tanks and reservoir are 70.00 mcm & 115.00 mcm

respectively. The total storage capacity of these basins as created now is (115.00 & 70.00 = 185

mcm)

Population in millions:

S.No Area 1994 1999 2004 2019 2044

1. Urban 0.767 0.824 0.881 1.051 2.335

2. Rural 2.679 2.867 3.056 3.622 3.565

Total 3.446 3.691 3.937 4.673 5.900

Total SW Potential: 1065

Total GW Potential: 1344

Water diverted received surplus water from veeranm tank of adjoining Cauvery basin: 78 mcm

Water diverted from this basin adjoining paravanar basin: 72 mcm

Total water potential of this basin: 2409 + 78 – 72 = 2415 mcm

Present & Future water demand in mcm:

S.No Sector 1994 1999 2004 2019 2044

1. Domestic

a) Urban 25.20 27.06 28.93 34.53 43.87

b) Rural 39.11 41.86 44.62 52.88 66.65

Sub total 64.31 68.92 73.55 87.41 110.52

2. Agriculture 2229.26 2229.26 2229.26 1946.25 1759.47

3. Livestock 51.17 51.17 51.17 51.17 51.17

128

4. Industries

a) Small scale 8.42 11.79 15.16 25.96 42.10

b) Large scale 24.63 33.76 42.88 70.25 115.87

Subtotal 33.05 45.55 58.04 96.21 157.92

Total 2377.79 2394.9 2415.02 2181.04 2079.13

For the demand computed based on the strategy of 135 lpcd per person in urban area &

70 lpcd per person in rural area, the demand will be as shown in the following table.

S.No Sector 1994 1999 2004 2019 2044

1. Domestic

a) Urban 37.80 40.59 43.40 51.80 65.81

b) Rural 68.44 73.26 78.09 92.54 116.64

Sub total 106.24 113.85 121.49 144.34 182.45

2. Agriculture 2229.26 2229.26 2229.26 1946.25 1759.47

3. livestock 51.17 51.17 51.17 51.17 51.17

4. industries

5. Small sector 8.42 11.79 15.16 25.96 42.10

6. Large sector 24.63 33.76 42.88 70.25 115.87

Sub total 33.05 45.55 58.04 96.21 157.97

Total 2419.72 2439.83 2459.96 2237.97 2151.06

Water balance: the total water potential of vellar basin mt 2415 mcm

S.No Year 1994 1999 2004 2019 2044

1. Water potential 2415.00 2415.00 2415.00 2415.00 2415.00

Low Projection

2. Water Demand 2377.79 2394.90 2412.02 2181.04 2079.13

3. Balance 37.21 20.10 2.98 233.96 335.87

4. % Balance WRT

Availability 1.5 0.8 0.1 9.7 13.9

High Projection

5. Water Demand 2419.72 2439.83 2459.96 2237.97 2151.06

6. Balance - 4.72 -24.83 -44.96 177.03 263.94

7. % Balance WRT

Availability - - - 7.3 10.9

129

Surface water potential: The annual surface water potential for 95%, 75%, 50% probability has

been assessed for vellar river basin and they are given below:

1. Annual surface water potential for 95% probability – 789326 mcm

2. Annual surface water potential for 75% probability – 962.74 mcm

3. Annual surface water potential for 50% probability – 1064.98 mcm

4. Annual ground water potential – 1344 mcm

5. Total water potential – 1065 + 1344 = 2409.26 mcm

Total water potential:

The annual total water resource potential of this basin is (SW at 75% dependability =

1065 mcm + GW = 1344 mcm = 2409.26 mcm) this basin also receives surplus water of veeranam

tank of adjoining Cauvery basin at sethiathope anicuts. It has been roughly estimated as 78

mcm/annum. Water is also diverting from thus basin to the adjoining paravanar basin to wallajab

tank through vellar. Rajan channel is about 72.0 mcm per annum. Thus the total water potential of

thus basin is 2409 + 78 – 72 = 2415 mcm.

Existing management system:

These are 386 tanks both system and Non-system tanks. They irrigate about 11999 Ha and

the 5 reservoir in the vellar basin irrigate about 18386 ha.

Competing water demand

In vellar river basin crop area of 74106 ha are irrigated by reservoirs, system and non system

tanks. For this area, an efficiency of 40% is adopted. An extent of 68658 ha is irrigated by wells.

The efficiency for well irrigation is considered as 75% crop water requirement is computed using

the crop.

9. Kodaiyar river basin

Districts: western Ghats of kanyakumari

Basic area -1553 SSq Km

Name of the dame /reservoir

1. Pechiparai dam

2. Perunchani dam

3. Chittar dam I

4. Kodaiyar dam I

5. Kodaiyar dam II

130

6. Kuttiyar dam

7. Chittar dam II

8. Chinna kuttiyar dam

9. Poigaiyar dam

Surface water potential

South west monsoon potential -353 MCM

North east monsoon potential - 379 MCM

Annual potential – 925 MCM

Annual groundwater potential

The annual groundwater potential of the basin for the preparation of state frame work plan

(SFWP) may be taken as the of the 2 annual recharge values (342.10 MCM).

Total water potential

Surface water potential at 75% dependability -925 MCM

Groundwater potential -342.10 MCM

Population in millions

1991 1994 1999 204 2019 2044

Urban 0.241 0.249 0.265 0.284 .313 0.512

Rural 1.283 1.327 1.411 1.507 1.664 2.771

Total 1.524 1.576 1.676 1.791 1.977 3.283

Present and future water demand

Sector 1994 1999 2004 2019 2044

Urban 8.18 8.71 9.33 10.28 16.82

Rural 19.37 20.60 22.00 24.29 40.46

Total 27.55 29.31 31.33 34.57 57.28

Agriculture 728.33 728.33 728.33 728.33 728.33

Livestock 3.40 3.40 3.40 3.40 3.40

Industries 1.53 1.92 2.31 3.48 5.45

Aquaculture In significant

Total 761 763 765 770 794

1991 1994 2004 2019 2044

Water potential

available in MCM

1267 1267 1267 1267 1267

Total demand in

MCM

761 763 765 770 794

Balance 506 504 502 497 473

Balance potential

in %

39.94 39.77 39.62 39.23 37.33

Short term plan: In the ST plan period received the balance available is of the order of the total

water resources.

131

Long term plan: In the LT plan period the balance potential available ranges from 37.33 to 39.23

Reservoirs

S.No Name of the dam Capacity MCM Annual storage

MCM

Ayacut area in ha

1 Pechiparai dam 152.36 152.36

2 Perunchani dam 81.84 81.84

3 Chittar dam I 17.28 17.28 Combined

ayacutof

kodaiyar is

36836

4 Chittar dam II 28.25 28.25

5 Kodaiyar dam I 118.50 118.50

6 Kodaiyar dam II 0.883 0.883

7 Kuttiyar dam 0.222 0.222

8 Chinna kuttiyar dam 2.776 2.776

9 Poigaiyar dam

Total

2.700

405.116

2.700

Out of the above 9 reservoirs the first and last reservoir are under the control of PWD &

the other are under the control of TN electricity board.there are 2922 tanks by which 46024 ha

are being irrigated out of the above 1462 are system tanks and 1460 are non system tanks . The

approximate storage of these tanks is 268 MCM .the total storage capacity of the basin as created

now is 673 MCM.

.10. Kallar river basin

Total basin area – 1878.80 Sq Km. 40.66% of the district out of 4621 Sq Km is covered by the

basin.

Sub basin:

1. Kallar

2. Korampallamaru.

Kallar is having 3 tributaries (joining with uppar odai) viz. left arm of uppar odai,

Chekarakudi River and Perurani River. There are no tributaries for Korampallamaru River.

Tributaries – uppar odai

1. Left arm of uppar odai

2. Chekarakudi river

3. Perurani river

Name of the

dam/reservoir

capacity Annual storage Ayacut area in ha

Eppothumventran 3.57 4.91 421

Cropping pattern and crop calendar

132

Crop 1st season 2

nd season 3

rd season

Paddy Pishanam Paddy Navarai (feb –jan )

Paddy (sornavari) Pishanam Paddy Sornavari (apr -july)

Un irrigated crop

Cotton/pulses

Cotton/vegetables

(sep- oct,feb-mar) - -

Pulses sep- oct,nov-dec) - -

Cholam sep- oct,dec- jan) - -

Sunflower Perennial - -

Surface water potential

South west monsoon – 12.96 MCM

Narth east monsoon – 66.79 MCM

Annual – 124.56 MCM

Diversion from thabarabarani basin for irrigation -6.59 MCM

The utilizable ground water recharge, draft and balance of potential of kallar basin have been

estimated as 69.58 MCM, 26.94 MCM & 42.64 MCM / yr respectively.

Population in millions

1994 1999 204 2019 2044

Urban 0.253 0.267 0.282 0.326 0.400

Rural 0.353 0.362 0.370 0.396 0.440

Total 0.606 0.629 0.652 0.722 0.840

Present and future water demand

Sector 1994 1999 2004 2019 2044

Urban 8.30

4.01

8.78

4.12

9.27

4.14

10.72

4.42

13.15

4.82

Rural 5.16

2.49

5.28

2.48

5.41

2.41

5.79

2.39

6.42

2.35

Total 13.46 14.06 14.68 16.51 19.57

Agriculture 167.00

80.67

167.00

78.37

167.00

74.49

167.00

68.88

167.00

61.19

Livestock 0.90

0.43

0.90

0.42

0.90

0.40

0.90

0.37

0.90

0.33

Industries 14.88

7.19

20.35

9.55

25.84

11.53

42.28

17.44

69.68

25.53

SSI 0.28 0.35 0.42 0.64 1.06

Large &

medium

14.60 20.00 25.42 41.64 68.68

Power 10.78

5.20

10.78

5.06

15.76

7.03

15.76

6.50

15.76

5.78

Total 207.02 213.09 224.18 242.45 272.92

133

Water balance

The Total water potential of the basin is given below

Surface water potential at 75% dependability -124.56 MCM

Ground water potential -69.58 MCM

Total -194.14 MCM

In the basin transfer from tambarabarani river for irrigation and power is 17.37 MCM

Total – 211.51 MCM

When power generation made phase II is commenced additional 4.98 MCM will be made

available from adjacent tambarabarani basin and hence total water potential in 2004 is taken as

216.49 MCM

1991 1994 2004 2019 2044

Water potential

MCM

211.51 211.51 216.49 216.49 216.49

Total demand in

MCM

207.02 213.09 224.18 242.45 272.91

Balance +4.49 -1.58 -7.69 -25.96 -56.42

Balance

potential in %

+2.12 -0.75 -3.55 -11.99 -26.06

Short term plan: In the ST plan period the deficit of water potential available is of the order of

3.55% the total water resources.

Long term plan: In the LT plan period the deficit of water potential ranges from 11.99 % to26.06

%

Surface water

Dam & reservoir

There are about 199 tanks in the reservoir including the isolated tanks by which 4146 ha

are being irrigated. Out of the above, 15 are system tanks and 184 are non system tanks. The total

storage capacity of these tanks is 43.41 MCM. The total storage capacity as created now is 496.98

MCM. In Korampallamaru sub basin the Korampallamaru is the last tank having Ayacut of 578.51

ha. In additional to the drainage from its own catchment, it receives water from the adjacent basin

from the perennial river thambarabarani through north main channel of srivaikundam anicut. The

50% of the requirement of water for the Ayacut can be assumed as met through this diversion which

worked out to 6.59 MCM at 44% irrigation efficiency.

134

1. Chennai basin

The details of the district and its area that come under this basin are

S.No District District area

in SqKm

District area

falling in the

basin (Sq Km)

Percentage of

area in the

basin

Percentage of

district area

in the basin

1 Chennai 174 174 100 3.1

2 Chengai - MGR 7857 4275 54.4 77.1

3 North arcot 6077 1093 17.98 19.8

The Chengai – MGR District referred is undivided district

Details of area of each sub basin

S.No Name of the sub basin Area of the sub basin

1 Araniyar 763

2 Kusaimalaiyar 3240

3 Cooum 682

4 Adayar 857

Total 5542

The direct ayacut - 115479 ha

1304 tanks – 85208

215 – 21000 -indirect Ayacut

The storage capacity of the exisisting reservoir – 320.0 MCM

Well irrigation -46. 5%

Tank irrigation – 42.2%

Storage capacity of tanks – 619 MCM

Total storage capacity as created now -939.0 MCM

Total surface water potential -906.00 MCM

Year 1991 1994 1999 2004 2019 2044

Urban 169.18 181.43 201.85 222.27 283.52 380.61

Rural 25.81 27.02 29.02 31.05 37.1 47.18

Total 194.99 208.85 230.88 253.32 320.62 432.79

Present and future water demand

Sector 1994 1999 2004 2019 2044

Domestic 208.45 230.88 253.32 320.62 432.79

Agriculture 2864.7 2864.7 2864.7 2508.0 2393.0

Livestock 38 38 38 38 38

Industries

Small, large

& medium

86.23 120.72 155.25 258.69 431.15

Recreation 28.00 28.00 28.00 28.00 28.00

Power 3.32 22.40 23.00 25.00 30.00

Total 3228.7 3304.7 3362.27 3252.31 3352.94

135

Water balance

Surface water potential for the year 1994

Total Surface water potential in Chennai basin -784.00 MCM

Diversion from palar basin – 122.00 MCM

Total water potential in 1994 is

Surface water 906.00+ ground water 112.22 – 2026.22 MCM

Total ground water potential as per ground water estimation committee norms-1119.39 MCM

Ground water drawn from palar through filtration wells – 0.83 MCM

Total – 1120.22 MCM

Year 1994 1999 2004 2019 2044

Total water

potential

2026.22 2026.8 2431.22 2431.22 2431.22

Total water

demand in

MCM

3228.70 3304.70 3362.27 3252.31 3352.94

Water deficit

in MCM

-1202.48 1277.90 -931.05 -821.09 -921.02

Water deficit

%

37.24 63.05 38.29 33.77 37.91

Surface water potential expected

Diversion expected from Krishna water – 340.00 MCM

Diversion expected from veeranam tank – 65 MCM

Name of the dam /

reservoir

Capacity in MCM( raised by 0.61 m) Ayacut in ha

Before raising F.R.L After raising F.R.L

Pondi

(sathyamoorthy)

77.96 97.98 -

Red hills 80.71 93.46 -

Cholavaram 25.63 25.30 -

Chembarabakkam 88.36 103.23 5452

11. Paravanar basin

Name of the

taluk

Name of block Area In Sq.km

Panrutti Panrutti 60

Cuddalore Cuddalore 15

Kurinjipadi 345

Vridhachalam Kammapuram 120

Chidambaram parengipettai 75

Mel buvanagin 145

Total basin area 760

136

Total area of the basin 760 sq. km

Total ayacut: 8009 ha

System ayacut: 7244 ha

Non system ayacut: 765 ha

Total no. of tanks: 10

No. of system tanks: 2

No. of non system tanks: 8+1

Total capacity of all tanks: 20 mcm.

No reservoir, no anicuts, but two major tanks act as reservoirs.

Walajah tank Perumal tank

Catchment area 191.58

Capacity mcm 2.57

Command area 4612 2632

Dams and reservoir:

The Palar basin is a minor basin. In this basin, apart from the water form its own

catchment the pumped water from neyveli mines is also received in this basin. There is no

reservoir as well as no ancient in this basin, but there are 2 major tanks which act as reservoirs.

Apart from the above 2 tanks there are 8 rainfed tanks which are located in the upper paravanar

basin area.

S.no Crop Area (ha)

1 Rice 15844

2 Millets 290

3 Pulses 1492

4 Sugarcane 3560

5 Cotton 1141

6 Groundnut 4323

7 banana 364

Present and future population:

1991 1994 1999 2004 2019 2044

Urban 53.60 56.25 60.67 65.09 78.36 100.47

Rural 286.59 301.24 323.27 346.20 414.99 529.61

Total 340.19 367.49 383.94 411.29 493.35 630.08

137

Present and future water demands: (in MCM)

Sector

1994 1999 2004 2019 2044

1. Urban 1.848 1.993 2.138 2.574 3.301

2. Rural 4.385 4.719 5.055 6.059 7.732

3. agriculture 311.00 311.00 311.00 311.00 311.00

4. livestock 5.12 5.12 5.12 5.12 5.12

5. Small scale

industries

0.45 0.68 0.90 1.58 2.70

6. Large and

medium

industries

1.83 2.75 3.66 6.40 10.98

7. Thermal

power

15.27 17.11 17.71 19.51 22.51

Total 339.91 343.37 345.59 351.94 363.94

Water balance

The annual surface water potential and ground water potential are already worked out and

furnished in 2.3.2 and para 2.4.6 and are reproduced below.

The total water potential of the basin is given below:

1 Surface water potential at 75% dependability 104.3 MCM

2 Ground water potential 225.5 MCM

3 Sub total 329.8 MCM

4 Inter basin transfer from velar basin 39.7 MCM

total 369.5 MCM or 370 MCM

Based on total water demand as worked out above, the water balance for the yrs, 1994, 1999 &

2004 A.D have been worked out as shown below:

1994 1999 2004 2019 2044

Total water

potential

370 370 370 370 370

Total water

demand

340 343 346 352 363

Balance

available

30 27 24 18 7

Balance In % 8.11 7.3 6.49 4.86 1.89

At present the balance is 30 mcm and for the ST period it ranges from 27 to 24 mcm. For

plan period 25 yrs the balance is 18 mcm & 7 mcm respectively.

138

Areas of potential deficiencies:

Since the basin receives assures supply from velar basin through rajan channel also

pumped water from the neyveli mine area there is no deficit of water potential at present. Further

the average annual rainfall of the basin is also more than 1100 mm.

Total surface water potential:

Surface water potential= 104.3 mcm

Quantity of water supplemented by velar rajan channel= 39.7 mcm

Annual ground water potential= 144.0 mcm

= 225.5 mcm

Total water potential = 370 mcm

13. Vaigai river basin

District

Area of the

district in

Sq.km

Area covered by

the basin sq.km

% area of the

dist covered in

the basin

% area in the

basin

Madurai 6565 3913 59.60 55.65

Dindugal 6058 1587 26.2 22.57

Ramanathapuram 4232 770 18.2 10.95

Sivagangai 4086 761 18.6 10.82

Total area 7031

The river vaigai originates in the varushanad area.

Tributaries:

1. Urlier

2. Theniar

3. Varattar

4. Nagalar

5. Varahanadhi

6. Manjalar

7. Marudhanadhi

8. Sirumaliyar

9. Sathiar and

10. Uppar.

There are five reservoirs in the basin

s.no Name of the dam Capacity (MCM) Ayacut (ha)

1 Periyar dam 443.23 84836

2 Vaigai dam 185.00 -

3 Manjalar dam 13.80 2214

4 Marudhanadhi dam 5.31 2633

5 Sathiar dam 1.59 607

Total 648.93 90290

139

The availability of surface water on annual basis of zone I and II for 50% ,75% and 90 %

dependable year are given below.

Surface water availability

Zone no Dependability

50% 75% 90 %

I 993.75 814.89 729.41

II 266.37 192.30 170.50

1260.12 1007.19 899.91

III 279.86 224.22 184.24

IV 112.34 86.56 79.38

V 373.50 261.04 209.19

Total 765.70 571.82 472.81

Total Surface water potential

Zone no Dependability

50% 50% 50%

Periyar command

zone I& II

1206.12 1007.19 899.91

Vaigai command

zone III,IV,V

765.70 571.82 472.81

Total 2025.82 1579.01 1372.72

The annual surface water potential has been arrived at using water balance method for the 75%

dependable year 1974-75 & found to be 2404 MCM.

Total water potential

The annual surface water potential of the basin at 75% dependability worked out to 1579

MCM. The annual ground water potential of the basin worked out to 993 MCM. The total water

potential of the basin is 2572 MCM.

Population in millions

1994 1999 204 2019 2044

Urban 1.175 1.272 1.369 1.658 2.140

Rural 1.881 2.004 2.125 2.489 3.097

Total 3.056 3.276 3.494 4.147 5.237

System tanks: the abstract of no. of system tanks with this command area is given below

No. of tanks

System tanks 521

Non system tanks 976

Total 1597

140

Zone Command area (ha) Requirement water (MCM)

Old Modernized Old Modernized

Zone I 7478 14070 177.90 192.32

Zone II 12788 - 286.71 -

Zone III 33713 94435 182.11 1212.49

Zone IV 11107 - 259.56 -

Zone V 42985 - 1004.42 -

Total 108071 108505 1910.70 140.81

Grand total

Cultivable command area -216576 ha

Water requirement – 3315.51 or 3316 MCM

Exisisting management system

There are about 1497 tanks both system tanks and non system tanks, out of which the

system tanks are 521. The command area fed by the system tanks are 55726 ha. The numbers of

non system tanks are 1427 and command area fed by them is 14619 ha. In addition to the above

there are 65975 wells in this basin.

Present and future water demand

Sector 1994 1999 2004 2019 2044

Urban 77.200 83.57 89.94 108.93 140.60

Rural 54.925 58.52 62.05 72.68 90.43

Total 132.125 142.09 151.99 181.61 231.03

Agriculture 3840.00 3840.00 3840.00 3840.00 3840.00

Livestock 28.08 28.08 28.08 28.08 28.08

Industries

SSI 3.98 5.15 6.32 9.83 15.68

Large &

medium

27.23 39.60 51.98 89.10 150.98

Sub total 31.21 44.75 58.30 98.93 166.66

Total 4031.42 4054.92 4078.37 4148.59 4265.77

Water balance

1991 1994 2004 2019 2044

Water potential

MCM

2572.00 2572.00 2572.00 2572.00 2572.00

Total demand in

MCM

4031.42 4054.92 4018.37 4148.89 4265.77

Balance –deficit

in MCM

-1459.42 -1482.42 -1506.37 -1576.59 -1693.77

Short term plan: In the ST plan period ending 2004 is 1506.37 MCM.

Long term plan: In the LT plan period ending 2044, the deficit IS 1693.77 mcm

141

14. Thambarabarani river basin

District

Area of the

district in

Sq.km

Area covered

by the basin

sq.km

% area of

the dist

covered in

the basin

% area in

the basin District

1 Nellai

kattabomman

6780 5317 89.08 78.42

2 V.O.C 4649 652 10.92 14.02

The tributaries in the ghats are peyar, vellar, karayar, Pambar and servalar.the main tributaries

are servalar, manimuthar, gadananadhi, pachayar and chittar. Out of these, chittar is the major

tributary having large drainage area.

Thambarabarani basin having 8 anicuts (with 11 channels) and they are:

1. Kodaimelalagian

2. Nadhiyunni

3. Cannadian

4. Ariyanayagiapuram

5. Palaver

6. Suthamalli

7. Marudhur

8. Srivaikundam

7 reservoirs in Thambarabarani and its tributaries

1. Papanasam (1941)

2. Servalar (1985)

3. Manimuthar (1958)

4. Gadana(1974)

5. Ramanadhi (1974) a tributary of Gadananadhi

6. Karuppanadhi (1977) ) a tributary of chittar

7. Gundar (1983) a tributary of chittar

The total surface water potential of Thambarabarani basin is as fallows

1. Available quantity at reservoir sites – 711.00 MCM

2. Available quantity from plain areas – 664.00 MCM

3. Total – 1375.00 MCM

4. The ground water potential – 744 MCM

The total water potential of the Thambarabarani basin is as fallows

1. Surface water potential – 1375 MCM

2. Ground water potential – 744 MCM

3. Total water potential – 2119 MCM

142

4. Population in millions

1994 1999 204 2019 2044

Urban 730815 775679 820543 955135 1179454

Rural 1506279 1591966 1677654 1934717 2363156

Total 2237093 2367645 2498197 2889852 3542610

Present and future water demand

Sector 1994 1999 2004 2019 2044

Urban 24.01 25.48 26.95 31.38 38.75

Rural 21.99 23.24 24.49 28.25 34.50

Total 46.00 48.72 51.44 59.63 73.25

Agriculture 2645.00 2645.00 2645.00 2645.00 2645.00

Livestock 21.32 21.32 21.32 21.32 21.32

Industries

SSI 4.52 6.33 8.14 13.56 22.60

Large &

medium

8.72 25.65 32.58 53.38 88.04

Sub total 23.24 31.98 40.72 66.94 110.64

Total 2735.56 2747.02 2758.48 2792.89 2850.21

Water balance

1991 1994 2004 2019 2044

Water potential

MCM

2119 2119 2119 2119 2119

Total demand in

MCM

(- 50) (- 50) (- 55) (- 55) (- 55)

Balance –in

MCM

2069 2069 2064 2064 2064

Total demand 2736 2747 2758 2793 2850

Deficit 667 678 694 729 786

% of deficit W.R

to demand

24.38 24.68 25.16 26.10 27.58

Short term plan: In the ST plan period ending 2004, the deficit of water potential available is of

the order of 24.68 % to 25.16 %.

Long term plan: In the LT plan period ending 2044 the deficit of water potential ranges from

26.01 % to 27.58 %

Water balance of the year 1994

1. Surface water potential – 1375 MCM

143

2. Ground water potential – 744 MCM

3. Total water potential – 2119 MCM

4. Water diverted to kallar basin -50 MCM

5. Hence ,balance quantity -2069 MCM

6. Water demand for the year 1994 – 2736 MCM

7. Hence ,deficit -667 MCM

Exisisting management system

There are 7 reservoirs, 105 anicuts & 1300 tanks.

s.no Name of the reservoir Capacity

(MCM)

Catchment

(sq.km)

Ayacut (ha)

1 Papanasam 156.0 150.0 34848

2 Manimuthar 156.0 162.0 9879

3 Gadana 10.0 46.5 3685

4 Ramanadhi 4.3 16.6 2000

5 Karuppanadhi 5.2 29.3 3851

6 Gundar 0.7 9.9 454

7 Servalar 35.0 106.0 -

Total 367.2 520.3 54717

Total tanks -1300

Storage capacity of these tanks -196 MCM

Total Storage capacity of the basin as created now -563 MCM

15. PAP basin

District: Coimbatore, Periyar

District

Area of the

district in

Sq.km

Area covered

by the basin

sq.km

% area of

the dist

covered in

the basin

% area in

the basin

Coimbatore 7469 2829 37.88 81.722

Periyar 8209 633 7.71 18.28

The six rivers on anamalai hills are

1. Anamalaiyar

2. Nirar

3. Shalayar

4. Parambikulam

5. Thunacadavu

6. Peruvaripallam

144

The two rivers on the plains are

1. Aliyar

2. Palar

Note: The non system Ayacut is 25330 ha

Details of reservoir

s.no Description Catchment

area sq km

Capacity at

F.R.L (TMC)

F.R.L (ft) Maximum

height (ft)

1 Upper nirar weir 75.11 0.04 3800 85

2 Lower nirar dam 96.35 0.27 3350 141

3 Shalayar dam 121.73 5.39 3290 345

4 Parambikulam dam 230.54 17.82 1825 240

5 Thunacadavu dam 43.36 0.66 1770 85

6 Peruvaripallam dam 15.80 0.62 1770 91

7 Aliyar dam 196.84 3.86 1050 145

8 Thitumurthy dam 80.29 1.94 1337 128

9 Upper aliar dam 16.52 0.94 2525 265

10 Anamalayar

diversion

The total capacity of all reservoir put together is 31.54 or 892.58 MCM.

Total Ayacut area - 2575 ha

New command area – 18098 ha

Total ayacut Old New

377151 203299 173852 ac

Present and future water demand

Sector 1994 1999 2004 2019 2044

Urban 29.73 32.47 35.21 43.42 57.10

Rural 11.59 12.13 12.68 14.32 17.06

Total 41.32 44.60 47.89 57.74 74.16

Agriculture 1558.00 1558.00 1558.00 1558.00 1558.00

Livestock 11.81 11.81 11.81 11.81 11.81

Industries

SSI 9.40 13.16 16.92 28.20 47.00

Large &

medium

12.74 17.46 22.18 36.34 59.94

Sub total 22.14 30.62 39.10 64.54 106.94

Total 1633.27 1645.03 1656.81 1692.09 1750.91

Total

potential

1167 1167 1167 1167 1167

Deficit 466 478 490 525 584

% Deficit

w.r water

potential

40 41 42 45 50

145

Total net irrigation requirement – 1557.62 MCM

Cropping Pattern

s.no Crop Season Duration

in days

1 Paddy

Samba (aug –

sep to dec-jan)

135

Navarai (jan –

mar)

105

Sornavari (apr

-july)

105

2 Groundnut Dec –apr 105

3 Sugarcane Jan - nov 300

4 Cholam - -

5 Cumbu Mar – june 90

6 Ragi - -

7 Vegetables Feb -july 135

8 Pulses Feb - apr 65

9 Gingelly Jan -feb 85

10 Chillies Feb -july 165

Total

The irrigation system of this basin mainly depends on tanks and wells. Canal irrigation is

considerably small. Irrigation sectoral demand is worked out taking into account the conveyance

efficiency, field application efficiency etc. in the present scenario considering all the factor ,the

gross requirement is calculated at 75% overall efficiency for well irrigation and at 40% for canals

and tank irrigation. Net irrigation requirement for various crops and the GIR as worked out are

given below. Irrigation through canals and tanks at 40% efficiency covers 34.26% of gross cropped

area =1415.79 MCM. Irrigation through wells at 75% efficiency covers 65.74 % of gross cropped

area =1448.91 MCM

The overall efficiency of irrigation through canals and tanks have to be stepped out in stages

from 40% to 50% by 2019 AD and from 50% to 60% by 2044 AD corresponding to the above

efficiencies, the irrigation demand were out to2582 MCM at 50% efficiency and 2393 MCM at 60%

efficiency.

146

16. Cauvery basin at grand anicuts

State wise drainage area of Cauvery basin: Karnataka, Kerala, Tamilnadu, Pondicherry.

State Drainage area(Sq Km) % of the total area of the basin

Tamilnadu 43867 54.1

s.no Sub basin State Drainage area

(Sq Km)

% of the total

area

1 Chinnar Tamilnadu 3961 5.79

2 Palar Tamilnadu 1344 4.58

3 Bhavani Tamilnadu 5352 8.78

4 Noyil Tamilnadu 2999 4.28

5 Tirumanimuttar Tamilnadu 8429 12.02

6 Amaravathi Tamilnadu 7896 11.08

7 Ponnanai Tamilnadu 2050 2.92

Total

Ground water Tamilnadu

Estimated potential 5962

Exisisting draft 2869

S.No Name of the sub basin

State /category

1 Chinnar sub basin

a. Thoppaiyar reservoir

b. Chinnar reservoir

c. Kasavigulihall reservoir

d. Nagavathi reservoir

2 Palar sub basin

3 Bhavani sub basin

a. Kodiveri anicuts

b. Lower Bhavani

c. Mettur channel

d. Gunderipallam

e. Varattapallam

4 Noyil sub basin

a. Noyil river channels

b. P.A.P system

c. Lower Bhavani

d. Kalingarayar anicut

5 Tirumanimuttar sub basin

a. Mettur canals

147

b. Lower bhavani

c. Salem Tiruchi channels

d. Katalai canal scheme

e. Kalingarayar anicut

6 Amaravathi sub basin

a. Old Amaravathi channel

b. Amaravathi reservoir

e. P.A.P system

f. Palar- porandalar scheme

g. Varadamanadhi

h. Upper reservoir

i. Parappalar scheme

j. Vattamalai karai odai scheme

7 Ponnanai sub basin

a. Salem – tiruchi channels

b. Katalai canal scheme

c. New Katalai HLC

d. Ponnanai Ar reservoir

s.no Name of the basin Estimated

potential

Exisisting draft Catchment area

1 Upper Cauvery 0 0 10619

2 Kabini 7 0 7040

3 Suvarnavathi 95 55 1787

4 Middle Cauvery 0 0 2676

5 Shimsha 0 0 8469

6 Arkavathi 27 10 4351

7 Chinnar 659 254 4061

8 Palar 230 133 3214

9 Bhavani 617 330 6154

10 Noyil 475 290 2999

11 Thirumanimuthar 1823 926 8429

12 Amaravathi 1489 696 8280

13 Ponnanai Ar 540 175 2050

Total 5962 2869 70129

148

17. Gundar river basin

District: Ramnad, V.O.C, Kamarajar, Pasumpon & Madurai

Dams and reservoir

The river gundar is having 5 tributaries namely giridhamal river, terku river, kanal odai,

utharakosamangai and vembar. Flow measurements are being taken in only one location from

where water is diverted into raghunatha –cauvery channel. There is no major reservoir in the basin

there are about 18 anicuts in the upper half of the basin.

In the gundar basin there are about 18 anicuts in the upper half of the basin. Tanks

irrigating a total of 56730 ha.out of this, the system tanks are 526 irrigating an extent of 2263 ha and

non system tanks (maintained by panchayat union) 123 numbers, irrigating an extent of 2263 ha.

The storage capacity of this tank is approximately 330.59 MCM.

Crop water regulation is adopted by gundar basin NIR (mm)

Paddy (105 days) aug / sep -dec-/jan 704.7

Paddy (133 days) Sep / oct – jan /feb 789.3

Cholam Feb -may 402.72

Ragi Feb -may 427.15

Gingelly Dec -mar 340.70

Cotton Feb -july 698.75

Sunflower Jan -may 380.60

Chillies Sep -feb 499.51

Groundnut Jan -apr 365.57

Assuming that there is no increase in command area due to conversion of wet lands for

other usesand due to modernization of tank schemes,the efficiency is increased from 40 % to 50%

in 2019 & 60 % in 2044 AD , the demand during 2019 & 2044 are below

Demand during 2019 AD – 1556 MCM

Demand during 2044AD – 1421 MCM

149

Appendix-II

Total Factor Productivities of River Basins in three decades

Chennai Basin

Year Efficiency

change

Technical

change

Pure

efficiency

change

Scale efficiency

change

Total factor

productivity

change

1976 - 77 0.976 1.468 1 0.976 1.432

1977 - 78 1.051 1.384 1 1.051 1.455

1978 - 79 1.089 1.209 1 1.089 1.317

1979 - 80 0.938 0.978 1 0.938 0.917

1980 - 81 0.96 1.414 1 0.96 1.357

1981 - 82 1.129 1.038 1 1.129 1.171

1982 - 83 0.889 1.324 1 0.889 1.178

1983 - 84 0.893 0.838 1 0.893 0.748

1984 - 85 1.099 0.822 1 1.099 0.904

1985 - 86 1.071 0.942 1 1.071 1.009

1986 - 87 0.891 1.205 1 0.891 1.073

1987 - 88 1.305 0.868 1 1.305 1.132

1988 - 89 0.872 1.017 1 0.872 0.886

1989 - 90 0.993 0.951 1 0.993 0.944

1990 - 91 0.903 1.151 1 0.903 1.04

1991 - 92 0.942 1.018 1 0.942 0.959

1992 - 93 1.019 1.088 1 1.019 1.109

1993 - 94 0.93 0.823 1 0.93 0.765

1994 - 95 1.007 0.893 1 1.007 0.899

1995 - 96 1.013 1.138 1 1.013 1.152

1996 - 97 0.841 1.26 1 0.841 1.059

1997 - 98 1.03 0.857 1 1.03 0.882

1998 - 99 1.122 0.928 1 1.122 1.042

1999 - 00 1.055 1.001 1 1.055 1.057

2000 - 01 1.08 1.061 1 1.08 1.146

2001 - 02 0.995 1.068 1 0.995 1.062

2002 - 03 1.184 1.055 1 1.184 1.25

2003 - 04 1.029 1.07 1 1.029 1.101

2004 - 05 1.127 0.887 1 1.127 0.999

2005 - 06 0.846 0.983 1 0.846 0.832

Period I 1.004 1.107 1.000 1.004 1.104

Period II 1.015 1.009 1.000 1.015 1.021

Average 1.009 1.058 1.000 1.009 1.063

150

Palar River Basin

Year Efficiency

change

Technical

change

Pure

efficiency

change

Scale efficiency

change

Total factor

productivity change

1976 - 77 1.029 1.374 1 1.029 1.413

1977 - 78 1.063 1.404 1 1.063 1.492

1978 - 79 1.048 1.182 1 1.048 1.238

1979 - 80 1.011 1.177 1 1.011 1.19

1980 - 81 1.023 1.357 1 1.023 1.389

1981 - 82 0.772 1.674 1 0.772 1.292

1982 - 83 1.216 0.954 1 1.216 1.16

1983 - 84 0.866 1.009 1 0.866 0.874

1984 - 85 1.033 0.858 1 1.033 0.886

1985 - 86 1.093 1.069 1 1.093 1.169

1986 - 87 1.029 1.057 1 1.029 1.087

1987 - 88 0.967 1.106 1 0.967 1.069

1988 - 89 1.132 0.952 1 1.132 1.078

1989 - 90 0.984 1.05 1 0.984 1.034

1990 - 91 0.827 1.186 1 0.827 0.981

1991 - 92 1.014 1.027 1 1.014 1.041

1992 - 93 0.893 1.164 1 0.893 1.039

1993 - 94 0.89 0.897 1 0.89 0.799

1994 - 95 0.989 0.989 1 0.989 0.978

1995 - 96 1.093 1.017 1 1.093 1.112

1996 - 97 0.781 1.245 1 0.781 0.972

1997 - 98 1.042 0.886 1 1.042 0.924

1998 - 99 1.009 0.94 1 1.009 0.949

1999 - 00 1.339 0.988 1 1.339 1.323

2000 - 01 0.956 1.06 1 0.956 1.014

2001 - 02 0.953 1.055 1 0.953 1.005

2002 - 03 1.506 1.059 1 1.506 1.595

2003 - 04 0.811 1.053 1 0.811 0.853

2004 - 05 1.014 0.866 1 1.014 0.878

2005 - 06 0.873 0.976 1 0.873 0.852

Period I 1.006 1.161 1.000 1.006 1.157

Period II 1.011 1.015 1.000 1.011 1.022

Average 1.009 1.088 1.000 1.009 1.090

151

Varahanadhi River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1.008 1.503 1 1.008 1.515

1977 - 78 1.004 1.396 1 1.004 1.401

1978 - 79 1.014 1.288 1 1.014 1.306

1979 - 80 0.969 0.931 1 0.969 0.902

1980 - 81 0.987 1.707 1 0.987 1.685

1981 - 82 1.014 1.361 1 1.014 1.381

1982 - 83 0.98 1.044 1 0.98 1.023

1983 - 84 0.98 0.865 1 0.98 0.848

1984 - 85 1.018 0.692 1 1.018 0.705

1985 - 86 1.017 0.992 1 1.017 1.009

1986 - 87 0.984 1.064 1 0.984 1.047

1987 - 88 1.041 1.034 1 1.041 1.076

1988 - 89 0.979 1.138 1 0.979 1.113

1989 - 90 1.022 0.864 1 1.022 0.883

1990 - 91 0.978 1.227 1 0.978 1.2

1991 - 92 0.983 0.986 1 0.983 0.969

1992 - 93 1.001 1.109 1 1.001 1.111

1993 - 94 0.972 0.876 1 0.972 0.852

1994 - 95 1 1.052 1 1 1.052

1995 - 96 1.025 1.009 1 1.025 1.034

1996 - 97 0.959 1.185 1 0.959 1.137

1997 - 98 1.001 0.914 1 1.001 0.915

1998 - 99 1.009 0.945 1 1.009 0.953

1999 - 00 1.047 0.946 1 1.047 0.991

2000 - 01 0.993 1.018 1 0.993 1.011

2001 - 02 0.991 1.039 1 0.991 1.03

2002 - 03 1.061 1.085 1 1.061 1.151

2003 - 04 0.968 1.033 1 0.968 1.001

2004 - 05 1.032 0.958 1 1.032 0.988

2005 - 06 0.986 0.983 1 0.986 0.97

Period I 1.000 1.140 1.000 1.000 1.140

Period II 1.002 1.009 1.000 1.002 1.011

Average 1.001 1.075 1.000 1.001 1.075

152

Ponnaiyar River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 0.99 1.353 1 0.99 1.34

1977 - 78 1.059 1.426 1 1.059 1.509

1978 - 79 1.017 1.176 1 1.017 1.197

1979 - 80 1.829 1.397 1 1.829 2.556

1980 - 81 1.088 1.015 1 1.088 1.105

1981 - 82 1.185 1.467 1 1.185 1.739

1982 - 83 0.885 0.825 1 0.885 0.731

1983 - 84 0.914 1.079 1 0.914 0.986

1984 - 85 0.966 1.016 1 0.966 0.981

1985 - 86 0.969 1.132 1 0.969 1.097

1986 - 87 0.817 0.978 1 0.817 0.799

1987 - 88 0.834 1.439 1 0.834 1.2

1988 - 89 2.193 0.537 1 2.193 1.177

1989 - 90 0.623 1.772 1 0.623 1.104

1990 - 91 0.792 1.149 1 0.792 0.909

1991 - 92 0.775 1.228 1 0.775 0.952

1992 - 93 0.882 0.939 1 0.882 0.828

1993 - 94 0.783 1.109 1 0.783 0.868

1994 - 95 0.914 1.213 1 0.914 1.108

1995 - 96 1.287 0.762 1 1.287 0.982

1996 - 97 0.606 1.327 1 0.606 0.804

1997 - 98 1.024 0.864 1 1.024 0.885

1998 - 99 1.007 0.968 1 1.007 0.975

1999 - 00 1.169 0.939 1 1.169 1.097

2000 - 01 0.985 0.992 1 0.985 0.977

2001 - 02 0.961 1.064 1 0.961 1.022

2002 - 03 1.195 1.011 1 1.195 1.208

2003 - 04 1.088 0.932 1 1.088 1.014

2004 - 05 0.811 0.896 1 0.811 0.727

2005 - 06 0.914 0.996 1 0.914 0.911

Period I 1.077 1.184 1.000 1.077 1.229

Period II 0.960 1.016 1.000 0.960 0.957

Average 1.019 1.100 1.000 1.019 1.093

153

Paravanar River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1 1.458 1 1 1.458

1977 - 78 1 1.243 1 1 1.243

1978 - 79 1 1.111 1 1 1.111

1979 - 80 1 0.787 1 1 0.787

1980 - 81 1 1.574 1 1 1.574

1981 - 82 1 1.461 1 1 1.461

1982 - 83 1 0.973 1 1 0.973

1983 - 84 1 0.884 1 1 0.884

1984 - 85 1 0.645 1 1 0.645

1985 - 86 1 0.932 1 1 0.932

1986 - 87 1 1.005 1 1 1.005

1987 - 88 1 1.144 1 1 1.144

1988 - 89 1 1.021 1 1 1.021

1989 - 90 1 0.791 1 1 0.791

1990 - 91 1 1.157 1 1 1.157

1991 - 92 1 0.899 1 1 0.899

1992 - 93 1 1.05 1 1 1.05

1993 - 94 1 0.86 1 1 0.86

1994 - 95 1 1.03 1 1 1.03

1995 - 96 1 0.954 1 1 0.954

1996 - 97 1 1.11 1 1 1.11

1997 - 98 1 0.899 1 1 0.899

1998 - 99 1 1.034 1 1 1.034

1999 - 00 1 0.914 1 1 0.914

2000 - 01 1 1.051 1 1 1.051

2001 - 02 1 1.031 1 1 1.031

2002 - 03 1 0.991 1 1 0.991

2003 - 04 1 0.965 1 1 0.965

2004 - 05 1 1.03 1 1 1.03

2005 - 06 1 1.014 1 1 1.014

Period I 1.000 1.079 1.000 1.000 1.079

Period II 1.000 0.989 1.000 1.000 0.989

Average 1 1.034 1 1 1.034

154

Vellar Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1.019 1.34 1 1.019 1.366

1977 - 78 0.999 1.389 1 0.999 1.388

1978 - 79 1.006 1.186 1 1.006 1.193

1979 - 80 1.003 1.165 1 1.003 1.169

1980 - 81 1.065 1.338 1 1.065 1.425

1981 - 82 0.865 1.626 1 0.865 1.407

1982 - 83 1.066 0.889 1 1.066 0.948

1983 - 84 0.996 1.01 1 0.996 1.007

1984 - 85 1.114 0.794 1 1.114 0.884

1985 - 86 0.94 1.136 1 0.94 1.068

1986 - 87 0.945 1.063 1 0.945 1.004

1987 - 88 0.933 1.135 1 0.933 1.059

1988 - 89 1.17 0.926 1 1.17 1.083

1989 - 90 0.895 1.14 1 0.895 1.021

1990 - 91 0.897 1.155 1 0.897 1.035

1991 - 92 1.033 1.027 1 1.033 1.061

1992 - 93 0.844 1.231 1 0.844 1.039

1993 - 94 0.88 0.981 1 0.88 0.863

1994 - 95 0.93 1.108 1 0.93 1.031

1995 - 96 1.28 0.886 1 1.28 1.134

1996 - 97 0.762 1.227 1 0.762 0.936

1997 - 98 1.069 0.904 1 1.069 0.966

1998 - 99 1.04 0.931 1 1.04 0.968

1999 - 00 1.107 0.968 1 1.107 1.071

2000 - 01 0.96 1.048 1 0.96 1.006

2001 - 02 0.969 1.01 1 0.969 0.979

2002 - 03 1.217 1.06 1 1.217 1.29

2003 - 04 0.951 1.082 1 0.951 1.03

2004 - 05 0.899 0.937 1 0.899 0.842

2005 - 06 0.834 0.99 1 0.834 0.826

Period I 0.994 1.153 1.000 0.994 1.137

Period II 0.985 1.026 1.000 0.985 1.003

Average 0.990 1.089 1.000 0.990 1.070

155

Cauvery River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1.001 1.312 1 1.001 1.313

1977 - 78 1 1.368 1 1 1.367

1978 - 79 1.021 1.187 1 1.021 1.213

1979 - 80 1.099 1.126 1 1.099 1.237

1980 - 81 0.895 1.373 1 0.895 1.229

1981 - 82 0.694 1.511 1 0.694 1.048

1982 - 83 1.314 0.849 1 1.314 1.116

1983 - 84 0.924 1.011 1 0.924 0.935

1984 - 85 1.197 0.858 1 1.197 1.027

1985 - 86 0.875 1.141 1 0.875 0.999

1986 - 87 1.002 1.065 1 1.002 1.066

1987 - 88 1.004 0.984 1 1.004 0.988

1988 - 89 1.042 0.993 1 1.042 1.034

1989 - 90 0.915 1.093 1 0.915 0.999

1990 - 91 1.003 1.149 1 1.003 1.153

1991 - 92 0.971 1.042 1 0.971 1.011

1992 - 93 0.919 1.089 1 0.919 1.001

1993 - 94 0.947 0.93 1 0.947 0.881

1994 - 95 0.93 1.023 1 0.93 0.951

1995 - 96 1.191 0.985 1 1.191 1.173

1996 - 97 0.811 1.179 1 0.811 0.957

1997 - 98 1.087 0.903 1 1.087 0.981

1998 - 99 1.079 0.958 1 1.079 1.034

1999 - 00 1.019 0.992 1 1.019 1.011

2000 - 01 0.963 1.031 1 0.963 0.993

2001 - 02 1.077 1.008 1 1.077 1.086

2002 - 03 1.122 1.039 1 1.122 1.165

2003 - 04 1.023 1.026 1 1.023 1.05

2004 - 05 0.921 0.931 1 0.921 0.858

2005 - 06 0.809 1.005 1 0.809 0.813

Period I 0.999 1.135 1.000 0.999 1.115

Period II 0.991 1.009 1.000 0.991 0.998

Average 0.995 1.072 1.000 0.995 1.056

156

Agniyar River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 0.864 1.52 1 0.864 1.314

1977 - 78 1.105 1.178 1 1.105 1.302

1978 - 79 0.948 1.128 1 0.948 1.07

1979 - 80 1.118 0.951 1 1.118 1.063

1980 - 81 1.13 1.33 1 1.13 1.502

1981 - 82 0.848 0.993 1 0.848 0.842

1982 - 83 0.91 1.377 1 0.91 1.254

1983 - 84 1.09 0.824 1 1.09 0.898

1984 - 85 1.054 0.842 1 1.054 0.888

1985 - 86 0.989 0.881 1 0.989 0.871

1986 - 87 0.791 1.353 1 0.791 1.07

1987 - 88 1.388 0.738 1 1.388 1.023

1988 - 89 0.943 1.12 1 0.943 1.056

1989 - 90 1.004 0.947 1 1.004 0.952

1990 - 91 1.015 1.041 1 1.015 1.057

1991 - 92 0.934 1.083 1 0.934 1.011

1992 - 93 0.92 1.001 1 0.92 0.921

1993 - 94 0.936 0.922 1 0.936 0.863

1994 - 95 1.042 0.938 1 1.042 0.977

1995 - 96 1.016 1.275 1 1.016 1.295

1996 - 97 0.745 1.176 1 0.745 0.876

1997 - 98 1.119 0.857 1 1.119 0.959

1998 - 99 0.991 0.974 1 0.991 0.965

1999 - 00 1.014 1.036 1 1.014 1.05

2000 - 01 0.926 1.089 1 0.926 1.008

2001 - 02 1.007 1.046 1 1.007 1.053

2002 - 03 1.708 1.042 1 1.708 1.779

2003 - 04 0.622 1.04 1 0.622 0.647

2004 - 05 0.993 0.853 1 0.993 0.847

2005 - 06 0.819 0.962 1 0.819 0.788

Period I 1.013 1.082 1.000 1.013 1.077

Period II 0.986 1.020 1.000 0.986 1.003

Average 1.000 1.051 1.000 1.000 1.040

157

Pambar & Kottakaraiyar River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 0.991 1.203 1 0.991 1.192

1977 - 78 1.001 1.088 1 1.001 1.09

1978 - 79 0.99 1.023 1 0.99 1.013

1979 - 80 1.146 1.235 1 1.146 1.416

1980 - 81 0.942 1.169 1 0.942 1.101

1981 - 82 0.99 1.153 1 0.99 1.142

1982 - 83 0.927 1.163 1 0.927 1.078

1983 - 84 1.084 0.956 1 1.084 1.036

1984 - 85 1.131 0.972 1 1.131 1.099

1985 - 86 0.997 0.989 1 0.997 0.987

1986 - 87 0.842 1.176 1 0.842 0.991

1987 - 88 1.226 0.867 1 1.226 1.063

1988 - 89 1.01 0.946 1 1.01 0.956

1989 - 90 0.85 1.222 1 0.85 1.038

1990 - 91 0.912 1.065 1 0.912 0.971

1991 - 92 1.106 1.037 1 1.106 1.147

1992 - 93 0.923 1.04 1 0.923 0.961

1993 - 94 0.835 1.07 1 0.835 0.893

1994 - 95 0.995 1.034 1 0.995 1.029

1995 - 96 1.057 0.96 1 1.057 1.015

1996 - 97 0.869 1.076 1 0.869 0.935

1997 - 98 1.052 0.889 1 1.052 0.935

1998 - 99 0.998 0.998 1 0.998 0.995

1999 - 00 1.046 1.034 1 1.046 1.081

2000 - 01 0.98 1.004 1 0.98 0.984

2001 - 02 1.02 1.067 1 1.02 1.088

2002 - 03 1.151 1.034 1 1.151 1.19

2003 - 04 1.082 0.897 1 1.082 0.97

2004 - 05 1.202 0.789 1 1.202 0.949

2005 - 06 0.861 0.968 1 0.861 0.834

Period I 1.003 1.082 1.000 1.003 1.078

Period II 1.012 0.993 1.000 1.012 1.000

Average 1.007 1.037 1.000 1.007 1.039

158

Vaigai River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1.031 1.09 1 1.031 1.123

1977 - 78 0.995 1.147 1 0.995 1.141

1978 - 79 1.013 1.093 1 1.013 1.107

1979 - 80 1.195 1.082 1 1.195 1.293

1980 - 81 0.733 1.382 1 0.733 1.014

1981 - 82 1.047 1.197 1 1.047 1.254

1982 - 83 1.052 1.03 1 1.052 1.084

1983 - 84 1.004 0.994 1 1.004 0.999

1984 - 85 1.197 0.847 1 1.197 1.014

1985 - 86 0.915 1.133 1 0.915 1.037

1986 - 87 0.908 1.101 1 0.908 1

1987 - 88 0.963 0.911 1 0.963 0.877

1988 - 89 1.011 1.033 1 1.011 1.044

1989 - 90 0.886 1.03 1 0.886 0.913

1990 - 91 0.952 1.107 1 0.952 1.053

1991 - 92 1.064 1.049 1 1.064 1.116

1992 - 93 0.924 1.108 1 0.924 1.024

1993 - 94 0.956 0.962 1 0.956 0.919

1994 - 95 1.029 0.963 1 1.029 0.991

1995 - 96 1.013 1.147 1 1.013 1.162

1996 - 97 0.929 1.017 1 0.929 0.945

1997 - 98 0.998 0.992 1 0.998 0.99

1998 - 99 1.113 1.002 1 1.113 1.115

1999 - 00 0.932 1.008 1 0.932 0.94

2000 - 01 1.038 1.062 1 1.038 1.103

2001 - 02 1.041 1.058 1 1.041 1.101

2002 - 03 1.085 1.04 1 1.085 1.128

2003 - 04 1.072 0.986 1 1.072 1.057

2004 - 05 1.232 0.788 1 1.232 0.971

2005 - 06 0.972 0.94 1 0.972 0.913

Period I 0.993 1.078 1.000 0.993 1.064

Period II 1.027 1.008 1.000 1.027 1.032

Average 1.010 1.043 1.000 1.010 1.048

159

Gundar River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 – 77 1.008 1.04 1 1.008 1.048

1977 – 78 1.033 1.188 1 1.033 1.227

1978 – 79 0.936 1.097 1 0.936 1.027

1979 – 80 1.213 1.254 1 1.213 1.521

1980 – 81 0.86 1.107 1 0.86 0.951

1981 – 82 1.135 1.08 1 1.135 1.226

1982 - 83 0.928 1.102 1 0.928 1.022

1983 - 84 1.036 1.045 1 1.036 1.082

1984 - 85 1.128 0.983 1 1.128 1.108

1985 - 86 0.988 1.096 1 0.988 1.083

1986 - 87 0.847 1.179 1 0.847 0.998

1987 - 88 1.04 0.831 1 1.04 0.864

1988 - 89 1.137 0.955 1 1.137 1.086

1989 - 90 0.757 1.119 1 0.757 0.847

1990 - 91 0.885 1.07 1 0.885 0.946

1991 - 92 1.17 0.948 1 1.17 1.11

1992 - 93 0.939 0.967 1 0.939 0.908

1993 - 94 0.903 1.064 1 0.903 0.961

1994 - 95 1.036 0.921 1 1.036 0.954

1995 - 96 1.006 1.056 1 1.006 1.063

1996 - 97 0.937 1.034 1 0.937 0.969

1997 - 98 0.996 0.95 1 0.996 0.947

1998 - 99 1.01 1.002 1 1.01 1.012

1999 - 00 1.027 1.021 1 1.027 1.049

2000 - 01 0.985 1.062 1 0.985 1.046

2001 - 02 1.013 1.125 1 1.013 1.139

2002 - 03 1.06 1.018 1 1.06 1.079

2003 - 04 1.245 0.788 1 1.245 0.981

2004 - 05 1.208 0.77 1 1.208 0.93

2005 - 06 0.923 0.933 1 0.923 0.862

Period I 0.995 1.076 1.000 0.995 1.069

Period II 1.031 0.977 1.000 1.031 1.001

Average 1.013 1.027 1.000 1.013 1.035

160

Vaippar Basin

Year Efficiency

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity

change

1976 - 77 1.011 0.986 1 1.011 0.997

1977 - 78 1.043 1.095 1 1.043 1.142

1978 - 79 0.892 1.013 1 0.892 0.904

1979 - 80 1.352 1.178 1 1.352 1.593

1980 - 81 0.855 1.028 1 0.855 0.879

1981 - 82 1.142 0.991 1 1.142 1.132

1982 - 83 0.872 1.096 1 0.872 0.956

1983 - 84 0.957 0.999 1 0.957 0.955

1984 - 85 1.2 0.962 1 1.2 1.154

1985 - 86 0.968 1.15 1 0.968 1.113

1986 - 87 1.004 1.005 1 1.004 1.009

1987 - 88 0.847 0.915 1 0.847 0.775

1988 - 89 1.113 0.89 1 1.113 0.99

1989 - 90 0.783 1.141 1 0.783 0.894

1990 - 91 0.924 1.007 1 0.924 0.93

1991 - 92 1.287 0.761 1 1.287 0.98

1992 - 93 0.913 0.943 1 0.913 0.862

1993 - 94 0.848 1.052 1 0.848 0.892

1994 - 95 1.122 0.844 1 1.122 0.947

1995 - 96 0.994 0.957 1 0.994 0.952

1996 - 97 0.95 1.042 1 0.95 0.99

1997 - 98 1.006 0.829 1 1.006 0.834

1998 - 99 0.855 1.037 1 0.855 0.886

1999 - 00 1.085 1.016 1 1.085 1.102

2000 - 01 0.959 1.018 1 0.959 0.977

2001 - 02 1.009 1.163 1 1.009 1.173

2002 - 03 0.989 1.049 1 0.989 1.038

2003 - 04 1.101 0.768 1 1.101 0.845

2004 - 05 1.009 0.843 1 1.009 0.851

2005 - 06 1.021 0.938 1 1.021 0.958

Period I 0.998 1.030 1.000 0.998 1.028

Period II 1.010 0.951 1.000 1.010 0.952

Average 1.004 0.991 1.000 1.004 0.990

161

Kallar River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1 1.09 1 1 1.09

1977 - 78 1 1.057 1 1 1.057

1978 - 79 1 1.045 1 1 1.045

1979 - 80 1 1.258 1 1 1.258

1980 - 81 1 1.052 1 1 1.052

1981 - 82 1 0.998 1 1 0.998

1982 - 83 1 1.14 1 1 1.14

1983 - 84 1 0.961 1 1 0.961

1984 - 85 1 0.677 1 1 0.677

1985 - 86 1 1.027 1 1 1.027

1986 - 87 1 1.608 1 1 1.608

1987 - 88 1 0.811 1 1 0.811

1988 - 89 1 0.776 1 1 0.776

1989 - 90 1 1.257 1 1 1.257

1990 - 91 1 1.006 1 1 1.006

1991 - 92 1 1.011 1 1 1.011

1992 - 93 1 0.961 1 1 0.961

1993 - 94 1 1.136 1 1 1.136

1994 - 95 1 0.991 1 1 0.991

1995 - 96 1 1.296 1 1 1.296

1996 - 97 1 0.967 1 1 0.967

1997 - 98 1 0.817 1 1 0.817

1998 - 99 1 1.065 1 1 1.065

1999 - 00 1 1.059 1 1 1.059

2000 - 01 1 1.304 1 1 1.304

2001 - 02 1 1.183 1 1 1.183

2002 - 03 1 0.839 1 1 0.839

2003 - 04 1 0.774 1 1 0.774

2004 - 05 1 0.891 1 1 0.891

2005 - 06 1 0.915 1 1 0.915

Period I 1.000 1.051 1.000 1.000 1.051

Period II 1.000 1.014 1.000 1.000 1.014

Average 1 1.032 1 1 1.032

162

Tambarabarani River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 0.994 1.187 1 0.994 1.179

1977 - 78 0.977 0.949 1 0.977 0.927

1978 - 79 0.998 0.986 1 0.998 0.984

1979 - 80 0.998 1.074 1 0.998 1.072

1980 - 81 1.004 1.011 1 1.004 1.014

1981 - 82 1.015 1.019 1 1.015 1.035

1982 - 83 0.994 1.175 1 0.994 1.168

1983 - 84 0.997 0.879 1 0.997 0.876

1984 - 85 1.008 0.824 1 1.008 0.831

1985 - 86 1.003 0.994 1 1.003 0.997

1986 - 87 1.022 1.392 1 1.022 1.423

1987 - 88 0.923 0.776 1 0.923 0.717

1988 - 89 1.04 0.989 1 1.04 1.029

1989 - 90 1.018 1.07 1 1.018 1.089

1990 - 91 0.986 0.957 1 0.986 0.943

1991 - 92 0.956 0.831 1 0.956 0.794

1992 - 93 0.992 0.879 1 0.992 0.872

1993 - 94 0.963 0.918 1 0.963 0.884

1994 - 95 0.998 1.008 1 0.998 1.006

1995 - 96 1.033 1.083 1 1.033 1.119

1996 - 97 1.047 1.154 1 1.047 1.209

1997 - 98 0.944 0.887 1 0.944 0.837

1998 - 99 0.972 0.959 1 0.972 0.932

1999 - 00 1.011 0.959 1 1.011 0.97

2000 - 01 1.001 1.009 1 1.001 1.01

2001 - 02 1.015 1.081 1 1.015 1.097

2002 - 03 1.007 1.033 1 1.007 1.04

2003 - 04 1.013 0.955 1 1.013 0.967

2004 - 05 1.217 0.943 1 1.217 1.148

2005 - 06 0.794 1.111 1 0.794 0.882

Period I 0.998 1.019 1.000 0.998 1.019

Period II 0.998 0.987 1.000 0.998 0.984

Average 0.998 1.003 1.000 0.998 1.002

163

Nambiyar River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1 1.152 1 1 1.152

1977 - 78 1 0.963 1 1 0.963

1978 - 79 1 0.963 1 1 0.963

1979 - 80 1 1.145 1 1 1.145

1980 - 81 1 1.032 1 1 1.032

1981 - 82 1 0.949 1 1 0.949

1982 - 83 1 1.154 1 1 1.154

1983 - 84 1 0.896 1 1 0.896

1984 - 85 1 0.739 1 1 0.739

1985 - 86 1 0.942 1 1 0.942

1986 - 87 1 1.416 1 1 1.416

1987 - 88 1 0.725 1 1 0.725

1988 - 89 1 0.975 1 1 0.975

1989 - 90 1 1.046 1 1 1.046

1990 - 91 1 0.963 1 1 0.963

1991 - 92 1 0.839 1 1 0.839

1992 - 93 1 0.921 1 1 0.921

1993 - 94 1 0.935 1 1 0.935

1994 - 95 1 0.956 1 1 0.956

1995 - 96 1 1.084 1 1 1.084

1996 - 97 1 1.119 1 1 1.119

1997 - 98 1 0.853 1 1 0.853

1998 - 99 1 0.937 1 1 0.937

1999 - 00 1 0.948 1 1 0.948

2000 - 01 1 0.984 1 1 0.984

2001 - 02 1 1.081 1 1 1.081

2002 - 03 1 1.048 1 1 1.048

2003 - 04 1 0.889 1 1 0.889

2004 - 05 1 0.927 1 1 0.927

2005 - 06 1 1.502 1 1 1.502

Period I 1.000 1.004 1.000 1.000 1.004

Period II 1.000 1.002 1.000 1.000 1.002

Average 1 1.003 1 1 1.003

164

Kodaiyar River Basin

Year

Efficien

cy

change

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1.006 2.082 1 1.006 2.094

1977 - 78 1 0.71 1 1 0.71

1978 - 79 1 1.162 1 1 1.162

1979 - 80 1 0.993 1 1 0.993

1980 - 81 1 1.042 1 1 1.042

1981 - 82 1 0.818 1 1 0.818

1982 - 83 1 1.076 1 1 1.076

1983 - 84 1 0.986 1 1 0.986

1984 - 85 1 0.677 1 1 0.677

1985 - 86 1 0.86 1 1 0.86

1986 - 87 1 1.411 1 1 1.411

1987 - 88 1 0.62 1 1 0.62

1988 - 89 1 0.808 1 1 0.808

1989 - 90 1 1.474 1 1 1.474

1990 - 91 1 0.722 1 1 0.722

1991 - 92 1 1.072 1 1 1.072

1992 - 93 1 1.253 1 1 1.253

1993 - 94 1 0.855 1 1 0.855

1994 - 95 1 0.73 1 1 0.73

1995 - 96 1 1.435 1 1 1.435

1996 - 97 1 0.944 1 1 0.944

1997 - 98 1 0.907 1 1 0.907

1998 - 99 1 0.962 1 1 0.962

1999 - 00 1 1.006 1 1 1.006

2000 - 01 1 1.062 1 1 1.062

2001 - 02 1 1.109 1 1 1.109

2002 - 03 1 1.088 1 1 1.088

2003 - 04 1 1.072 1 1 1.072

2004 - 05 1 0.926 1 1 0.926

2005 - 06 1 0.857 1 1 0.857

Period I 1.000 1.029 1.000 1.000 1.030

Period II 1.000 1.019 1.000 1.000 1.019

Average 1.000 1.024 1.000 1.000 1.024

165

P.A.P. Basin

Year

Efficie

ncy

chang

e

Technical

change

Pure efficiency

change Scale efficiency

change

Total factor

productivity change

1976 - 77 1.081 0.9 1 1.081 0.973

1977 - 78 0.899 0.996 1 0.899 0.896

1978 - 79 0.991 0.975 1 0.991 0.967

1979 - 80 0.994 0.991 1 0.994 0.985

1980 - 81 0.992 0.997 1 0.992 0.989

1981 - 82 0.986 0.997 1 0.986 0.983

1982 - 83 1 0.993 1 1 0.993

1983 - 84 0.998 0.984 1 0.998 0.982

1984 - 85 0.994 0.797 1 0.994 0.792

1985 - 86 0.998 0.993 1 0.998 0.992

1986 - 87 0.977 1.011 1 0.977 0.987

1987 - 88 1.011 0.981 1 1.011 0.992

1988 - 89 1.012 0.983 1 1.012 0.995

1989 - 90 0.993 0.995 1 0.993 0.988

1990 - 91 1.083 0.967 1 1.083 1.048

1991 - 92 0.903 1.026 1 0.903 0.926

1992 - 93 0.981 0.995 1 0.981 0.976

1993 - 94 1.002 0.997 1 1.002 0.999

1994 - 95 1.007 1.001 1 1.007 1.008

1995 - 96 0.983 0.992 1 0.983 0.975

1996 - 97 0.992 1.01 1 0.992 1.003

1997 - 98 1.011 0.984 1 1.011 0.994

1998 - 99 1.003 0.997 1 1.003 1

1999 - 00 0.992 0.988 1 0.992 0.98

2000 - 01 0.961 1.033 1 0.961 0.993

2001 - 02 0.992 1.083 1 0.992 1.074

2002 - 03 1.019 1 1 1.019 1.018

2003 - 04 1.027 0.891 1 1.027 0.915

2004 - 05 1.14 0.772 1 1.14 0.88

2005 - 06 1.054 0.931 1 1.054 0.981

Period I 1.001 0.971 1.000 1.001 0.971

Period II 1.004 0.980 1.000 1.004 0.981

Average 1.003 0.975 1.000 1.003 0.976

166

Appendix-III Summary of TFP Indices

a) Small basins

Year Chennai Varaha Paravan Agniyar Kallar Tambara Nambiyar Kodaiyar PAP

1976 1.432 1.515 1.458 1.314 1.09 1.179 1.152 2.094 0.973

1977 1.455 1.401 1.243 1.302 1.057 0.927 0.963 0.71 0.896

1978 1.317 1.306 1.111 1.07 1.045 0.984 0.963 1.162 0.967

1979 0.917 0.902 0.787 1.063 1.258 1.072 1.145 0.993 0.985

1980 1.357 1.685 1.574 1.502 1.052 1.014 1.032 1.042 0.989

1981 1.171 1.381 1.461 0.842 0.998 1.035 0.949 0.818 0.983

1982 1.178 1.023 0.973 1.254 1.14 1.168 1.154 1.076 0.993

1983 0.748 0.848 0.884 0.898 0.961 0.876 0.896 0.986 0.982

1984 0.904 0.705 0.645 0.888 0.677 0.831 0.739 0.677 0.792

1985 1.009 1.009 0.932 0.871 1.027 0.997 0.942 0.86 0.992

1986 1.073 1.047 1.005 1.07 1.608 1.423 1.416 1.411 0.987

1987 1.132 1.076 1.144 1.023 0.811 0.717 0.725 0.62 0.992

1988 0.886 1.113 1.021 1.056 0.776 1.029 0.975 0.808 0.995

1989 0.944 0.883 0.791 0.952 1.257 1.089 1.046 1.474 0.988

1990 1.04 1.2 1.157 1.057 1.006 0.943 0.963 0.722 1.048

1991 0.959 0.969 0.899 1.011 1.011 0.794 0.839 1.072 0.926

1992 1.109 1.111 1.05 0.921 0.961 0.872 0.921 1.253 0.976

1993 0.765 0.852 0.86 0.863 1.136 0.884 0.935 0.855 0.999

1994 0.899 1.052 1.03 0.977 0.991 1.006 0.956 0.73 1.008

1995 1.152 1.034 0.954 1.295 1.296 1.119 1.084 1.435 0.975

1996 1.059 1.137 1.11 0.876 0.967 1.209 1.119 0.944 1.003

1997 0.882 0.915 0.899 0.959 0.817 0.837 0.853 0.907 0.994

1998 1.042 0.953 1.034 0.965 1.065 0.932 0.937 0.962 1

1999 1.057 0.991 0.914 1.05 1.059 0.97 0.948 1.006 0.98

2000 1.146 1.011 1.051 1.008 1.304 1.01 0.984 1.062 0.993

2001 1.062 1.03 1.031 1.053 1.183 1.097 1.081 1.109 1.074

2002 1.25 1.151 0.991 1.779 0.839 1.04 1.048 1.088 1.018

2003 1.101 1.001 0.965 0.647 0.774 0.967 0.889 1.072 0.915

2004 0.999 0.988 1.03 0.847 0.891 1.148 0.927 0.926 0.88

2005 0.832 0.97 1.014 0.788 0.915 0.882 1.502 0.857 0.981

167

b) Medium Basins

Year Vellar Pambar Vaigai Gundar Vaippar

1976 1.366 1.192 1.123 1.048 0.997

1977 1.388 1.09 1.141 1.227 1.142

1978 1.193 1.013 1.107 1.027 0.904

1979 1.169 1.416 1.293 1.521 1.593

1980 1.425 1.101 1.014 0.951 0.879

1981 1.407 1.142 1.254 1.226 1.132

1982 0.948 1.078 1.084 1.022 0.956

1983 1.007 1.036 0.999 1.082 0.955

1984 0.884 1.099 1.014 1.108 1.154

1985 1.068 0.987 1.037 1.083 1.113

1986 1.004 0.991 1 0.998 1.009

1987 1.059 1.063 0.877 0.864 0.775

1988 1.083 0.956 1.044 1.086 0.99

1989 1.021 1.038 0.913 0.847 0.894

1990 1.035 0.971 1.053 0.946 0.93

1991 1.061 1.147 1.116 1.11 0.98

1992 1.039 0.961 1.024 0.908 0.862

1993 0.863 0.893 0.919 0.961 0.892

1994 1.031 1.029 0.991 0.954 0.947

1995 1.134 1.015 1.162 1.063 0.952

1996 0.936 0.935 0.945 0.969 0.99

1997 0.966 0.935 0.99 0.947 0.834

1998 0.968 0.995 1.115 1.012 0.886

1999 1.071 1.081 0.94 1.049 1.102

2000 1.006 0.984 1.103 1.046 0.977

2001 0.979 1.088 1.101 1.139 1.173

2002 1.29 1.19 1.128 1.079 1.038

2003 1.03 0.97 1.057 0.981 0.845

2004 0.842 0.949 0.971 0.93 0.851

2005 0.826 0.834 0.913 0.862 0.958

168

c) Large Basins

Year Palar Ponnaiya Cauvery

1976 1.413 1.34 1.313

1977 1.492 1.509 1.367

1978 1.238 1.197 1.213

1979 1.19 2.556 1.237

1980 1.389 1.105 1.229

1981 1.292 1.739 1.048

1982 1.16 0.731 1.116

1983 0.874 0.986 0.935

1984 0.886 0.981 1.027

1985 1.169 1.097 0.999

1986 1.087 0.799 1.066

1987 1.069 1.2 0.988

1988 1.078 1.177 1.034

1989 1.034 1.104 0.999

1990 0.981 0.909 1.153

1991 1.041 0.952 1.011

1992 1.039 0.828 1.001

1993 0.799 0.868 0.881

1994 0.978 1.108 0.951

1995 1.112 0.982 1.173

1996 0.972 0.804 0.957

1997 0.924 0.885 0.981

1998 0.949 0.975 1.034

1999 1.323 1.097 1.011

2000 1.014 0.977 0.993

2001 1.005 1.022 1.086

2002 1.595 1.208 1.165

2003 0.853 1.014 1.05

2004 0.878 0.727 0.858

2005 0.852 0.911 0.813

169

Appendix-IV

Cumulative TFP Indices

a) Small Basins

Year Chennai Varaha Paravan Agniyar Kallar Tambara Nambiyar Kodaiyar PAP

1976 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

1977 1.016 0.925 0.853 0.991 0.970 0.786 0.836 0.339 0.921

1978 0.920 0.862 0.762 0.814 0.959 0.835 0.836 0.555 0.994

1979 0.640 0.595 0.540 0.809 1.154 0.909 0.994 0.474 1.012

1980 0.948 1.112 1.080 1.143 0.965 0.860 0.896 0.498 1.016

1981 0.818 0.912 1.002 0.641 0.916 0.878 0.824 0.391 1.010

1982 0.823 0.675 0.667 0.954 1.046 0.991 1.002 0.514 1.021

1983 0.522 0.560 0.606 0.683 0.882 0.743 0.778 0.471 1.009

1984 0.631 0.465 0.442 0.676 0.621 0.705 0.641 0.323 0.814

1985 0.705 0.666 0.639 0.663 0.942 0.846 0.818 0.411 1.020

1986 0.749 0.691 0.689 0.814 1.475 1.207 1.229 0.674 1.014

1987 0.791 0.710 0.785 0.779 0.744 0.608 0.629 0.296 1.020

1988 0.619 0.735 0.700 0.804 0.712 0.873 0.846 0.386 1.023

1989 0.659 0.583 0.543 0.725 1.153 0.924 0.908 0.704 1.015

1990 0.726 0.792 0.794 0.804 0.923 0.800 0.836 0.345 1.077

1991 0.670 0.640 0.617 0.769 0.928 0.673 0.728 0.512 0.952

1992 0.774 0.733 0.720 0.701 0.882 0.740 0.799 0.598 1.003

1993 0.534 0.562 0.590 0.657 1.042 0.750 0.812 0.408 1.027

1994 0.628 0.694 0.706 0.744 0.909 0.853 0.830 0.349 1.036

1995 0.804 0.683 0.654 0.986 1.189 0.949 0.941 0.685 1.002

1996 0.740 0.750 0.761 0.667 0.887 1.025 0.971 0.451 1.031

1997 0.616 0.604 0.617 0.730 0.750 0.710 0.740 0.433 1.022

1998 0.728 0.629 0.709 0.734 0.977 0.791 0.813 0.459 1.028

1999 0.738 0.654 0.627 0.799 0.972 0.823 0.823 0.480 1.007

2000 0.800 0.667 0.721 0.767 1.196 0.857 0.854 0.507 1.021

2001 0.742 0.680 0.707 0.801 1.085 0.930 0.938 0.530 1.104

2002 0.873 0.760 0.680 1.354 0.770 0.882 0.910 0.520 1.046

2003 0.769 0.661 0.662 0.492 0.710 0.820 0.772 0.512 0.940

2004 0.698 0.652 0.706 0.645 0.817 0.974 0.805 0.442 0.904

2005 0.581 0.640 0.695 0.600 0.839 0.748 1.304 0.409 1.008

170

b) Medium Basins

Year Vellar Pambar Vaigai Gundar Vaippar

1976 1.000 1.000 1.000 1.000 1.000

1977 1.016 0.914 1.016 1.171 1.145

1978 0.873 0.850 0.986 0.980 0.907

1979 0.856 1.188 1.151 1.451 1.598

1980 1.043 0.924 0.903 0.907 0.882

1981 1.030 0.958 1.117 1.170 1.135

1982 0.694 0.904 0.965 0.975 0.959

1983 0.737 0.869 0.890 1.032 0.958

1984 0.647 0.922 0.903 1.057 1.157

1985 0.782 0.828 0.923 1.033 1.116

1986 0.735 0.831 0.890 0.952 1.012

1987 0.775 0.892 0.781 0.824 0.777

1988 0.793 0.802 0.930 1.036 0.993

1989 0.747 0.871 0.813 0.808 0.897

1990 0.758 0.815 0.938 0.903 0.933

1991 0.777 0.962 0.994 1.059 0.983

1992 0.761 0.806 0.912 0.866 0.865

1993 0.632 0.749 0.818 0.917 0.895

1994 0.755 0.863 0.882 0.910 0.950

1995 0.830 0.852 1.035 1.014 0.955

1996 0.685 0.784 0.841 0.925 0.993

1997 0.707 0.784 0.882 0.904 0.837

1998 0.709 0.835 0.993 0.966 0.889

1999 0.784 0.907 0.837 1.001 1.105

2000 0.736 0.826 0.982 0.998 0.980

2001 0.717 0.913 0.980 1.087 1.177

2002 0.944 0.998 1.004 1.030 1.041

2003 0.754 0.814 0.941 0.936 0.848

2004 0.616 0.796 0.865 0.887 0.854

2005 0.605 0.700 0.813 0.823 0.961

171

c) Large Basins

Year Palar Ponnaiya Cauvery

1976 1.000 1.000 1.000

1977 1.056 1.126 1.041

1978 0.876 0.893 0.924

1979 0.842 1.907 0.942

1980 0.983 0.825 0.936

1981 0.914 1.298 0.798

1982 0.821 0.546 0.850

1983 0.619 0.736 0.712

1984 0.627 0.732 0.782

1985 0.827 0.819 0.761

1986 0.769 0.596 0.812

1987 0.757 0.896 0.752

1988 0.763 0.878 0.788

1989 0.732 0.824 0.761

1990 0.694 0.678 0.878

1991 0.737 0.710 0.770

1992 0.735 0.618 0.762

1993 0.565 0.648 0.671

1994 0.692 0.827 0.724

1995 0.787 0.733 0.893

1996 0.688 0.600 0.729

1997 0.654 0.660 0.747

1998 0.672 0.728 0.788

1999 0.936 0.819 0.770

2000 0.718 0.729 0.756

2001 0.711 0.763 0.827

2002 1.129 0.901 0.887

2003 0.604 0.757 0.800

2004 0.621 0.543 0.653

2005 0.603 0.680 0.619