presentation 18.06.2012

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PRESENTATION

18th June, 2012

BY

Rohit Mishra

IWRM DIVISION

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Contents Profile Involvement in Projects Project Details Work Undertaken/ Responsibilities

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ProfileName : Rohit MishraDesignation: Engineer TraineeEducational Qualifications:B. Tech. (Civil Engineering) from College ofTechnology, G.B.P.U.A.T. PantnagarDate of Joining: 30th September, 2010

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Key Involvement in Projects

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Contents

Profile

Key Involvement

Project Details

Role in Business Development

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Profile

Name:Shailja Chaturvedi

Designation:Hydrologist (Trainee)

Educational Qualifications:M. Tech. in Hydrology from Indian Institute of

Technology, Roorkee

Date of Joining in WAPCOS: 1st December, 2008

Date of Joining in IWRM Division: 1st December, 2008

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Projects in IWRM Division for the LastTwo Years

.

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Irrigation studies of Command Area in Indian Territory Through Sapta

Kosi High Dam Multipurpose project and Sun Kosi Storage-Cum-

Diversion Scheme (Rs. 656.8 Lakh)

Construction Supervision for Rehabilitation and Reconstruction of

Regional Roads in Hadramout Governorate, Yemen (Rs. 338.0 Lakh)

Design and Drawing of Barrage & other Components of Chandrabhaga

Barrage Project, Maharashtra (Rs. 31.5 Lakh)

DPR for the extension of the balance portion of the Main Ravi Canal

from Basantpur to upstream of Ranjit Sagar Dam, Jammu & Kashmir(Rs.239 Lakh)

Survey of 2x600 MW Suratgargh Super Thermal Power Project,

Rajasthan (Rs.32 Lakh)

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Third Party Quality Assurance and Quality Control Services for the

Water Supply and Sewerage Project of HMWSSB, Andhra Pradesh (Rs.

102 Lakh)

Survey of Topographical Survey for Chhabra Thermal Power Station,

Rajasthan (Rs. 12 Lakh)

DPR for 50 Minor Irrigation Schemes in Tripura (Rs. 107 Lakh)

Area Drainage study & Water Availability Studies for NCC Power

Project in Srikakulam, Andhra Pradesh (Rs. 70 Lakh)

DPR for Second Barrage on Gandak River (Gandak Project Phase-II)

(Rs. 85 Lakh)

Bagmati Irrigation Project (Phase-I) (Rs. 32 Lakh)

9

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Key Involvement

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PROJECT NAME NAME OF CLIENT Value (In Rs. Lakh)

Irrigation studies of Command

Area in Indian Territory Through

Sapta Kosi High Dam

Multipurpose project and Sun Kosi

Storage-Cum-Diversion Scheme

DPR for 50 Minor IrrigationSchemes in Tripura

DPR for Second barrage on

Gandak River (Gandak Project

Phase-II)

Area Drainage study & Water

Availability Studies for NCC Power

Project in Srikakulam, Andhra

Pradesh

Joint Project Office, SKSKI,

Biratnagar, Nepal656.85

Public Works Department,

Tripura

Irrigation Department, Bihar

107.50

85.00

Nagarjuna Construction

Company, Hyderabad70.00

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Project Details

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SCOPE OF WORKReview of Previous Studies, Toposheets, ConceptualPlanning, Assessment of all the aspects ofhydrometeorology, existing network of irrigationsystem

Review of existing cropping pattern

Assessment & Finalisation of CCA

Agronomical Studies & Irrigation Planning

Topographical & Soil Survey and preparationof soil & land use maps

Design of Structures in Canal network

Irrigation studies of Command Area in Indian Territory Through SaptaKosi High Dam Multipurpose project and Sun Kosi Storage-Cum-

Diversion Scheme

Survey & Micro-Planning for 10% area oftotal CCA

REPORTS TO BE SUBMITTEDInception Report

Basic Macro planning Report

Field Survey Report

Micro Canalisation Report

Detailed Project Report

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Roles & Responsibilities Finalisation of GCA & CCA to be covered under the project

Finalisation of Cropping Pattern

Carried out Agronomical Studies

Computation of NIR, GIR & Crop Water Demand as per Modified Penmansmethod for both BurhiGandak-Bagmati & Mahananda command

Prepared Hydrology Chapter for the Inception Report

Prepared Irrigation Planning & Agronomical StudiesChapters for BasicMacro planning Report

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Assessment of GCA/CCA

Total GCA = 10.53 L ha

Total CCA = 7.72 L ha

CCA under Burhi gandak Bagmati Basin = 5.24 L ha

CCA under Mahananda Basin = 2.48 L ha

Computation of 10 daily NIR (NET IRRIGATION REQUIREMENT)

NIR =CWR + PL + PSRER

CWR = ETo x Kc

Monthly ETo values were computed by Modified Penmans Method, usingCROPWAT Software considering data ofMuzaffarpur & Darbhanga for BurhiGandak-Bagmati Basin and Purnea for Mahananda Basin

Effective Rainfall values were coputed by USBR formula i.e.,

if, rainfall > 125 mm; Effective rainfall = 125 + (0.1 * Avg.RF)

rainfall < 125 mm; Effective rainfall = Avg. RF / [125* (125-

0.2*avg RF)]

Computation of GIR

For ponded crops, project efficiency, Ep= 0.53

For non-ponded crops, project efficiency, Ep= 0.41

Using the above values of project efficiency, the 10-daily GIR has been computed

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Sl. No. Crop Irrigation Intensity (%)

Burhi Gandak-Bagmati Basin Mahananda Basin

Kharif

1 Paddy 1 40 402 Paddy II 30 25

3 Maize 20 10

4 Jute 15

Sub Total 90 90

Rabi

5 Wheat 45 45

6 Maize 8 8

7 Oil Seeds 10 10

8 Pulses 10 10

9 Vegetables 7 7

Sub Total 80 80

Hot Weather

10 Maize 20 15

11 G.Gram 10 10

12 Vegetables 3 3

Sub Total 33 28

Perennial

13 Sugarcane 5 -

Sub Total 5 -

Grand Total 208 198

Finalisation of Cropping pattern & Irrigation Intensities

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Crop Calendar for Selected Crops in Burhi Gandak - Bagmati and Mahananda Basins

SI. No. Name of Crop Crop Durationin Days

Date of Sowing Date ofTransplantation

Date of

Harvest

1 Kharif

i) Paddy-I 132 Jun 21-30 Jul 01-20 Nov 1-10

ii) Paddy-II 112 Jul 1 - 10 Jul 21 - 31 Oct 21 - 31

iii) Maize 123 May 11-20 Sep 11-20

iv) Jute 123 Jun 21-25 Oct 15 - 20

2 Rabi

i) Wheat 130 Nov 11-20 Mar 21-31

ii) Maize 92 Nov 11-20 Feb 10-20

iii) Oilseeds 128 Oct 11-20 Feb 16-25

iv) Pulses 128 Oct 11-20 Feb 16-25

v) Vegetables 110 Nov 11-20 Mar 1-10

3 Hot Weather

i) Maize 92 Mar 11-20 Jun 10-20

ii) Green Gram 82 Mar 25-31 Jun 11-20

iii) Vegetables 94 Feb 11-20 May 16-25

4 Perennial

i) Sugarcane 334 Feb 21-28 Jan 21-31

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20

NET IRRIGATION REQUIREMENT(NIR)FOR MAIZE-KHARIF

Duration 123 Days

Date of Sowing 11-May

Harvest Period Sep 11 to Sep 20

Unit:mm

Duration 10-daily Stage Days Eto/day Eto Kc CWR ER/day ER NIR

10-D-

NIR

1 2 3 4 5 6 7 = 5*6 8 9=8*4 10 11

May 11 to May 20 III

10 6.30 63.00 0.60 37.80 1.63 16.30 21.50 21.50

May 21 to May 31 III 11 6.30 69.30 0.60 41.58 1.63 17.93 23.65 23.65

Jun 1 to Jun 10 I

II

10 5.26 52.60 0.80 42.08 4.36 43.60 0.00 0.00Jun 11 to Jun 20 II 10 5.26 52.60 0.80 42.08 4.36 43.60 0.00 0.00

Jun 21 to Jun 30 III 10 5.26 52.60 0.80 42.08 4.36 43.60 0.00 0.00

July 1 to July 4 I 4 4.20 16.80 0.80 13.44 5.02 20.08 0.000.00

July 5 to July 10 I

III

6 4.20 25.20 1.00 25.20 5.02 30.12 0.00

July 11 to July 20 II 10 4.20 42.00 1.00 42.00 5.02 50.20 0.00 0.00

July 21 to July 31 III 11 4.20 46.20 1.00 46.20 5.02 55.22 0.00 0.00

Aug 1 to Aug 8 I 8 4.05 32.40 1.00 32.40 5.01 40.08 0.000.00

Aug 9 to Aug 10 I

IV

2 4.05 8.10 0.55 4.46 5.01 10.02 0.00

Aug 11 to Aug 20 II 10 4.05 40.50 0.55 22.28 5.01 50.10 0.00 0.00

Aug 21 to Aug 31 III 11 4.05 44.55 0.55 24.50 5.01 55.11 0.00 0.00

Sept 1 to Sept 10 I 10 No Irrigation, dry out period

Crop Duration 123 45.15 45.15

Sept 11 to Sept 20 Harvest period

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Monthly Water Demand for Burhi Gandak - Bagmati& Mahananda Basins

Month

Burhi Gandak -

Bagmati Mahananda

CCA= 5.24 lac ha CCA = 2.48 lac ha

Irri. Int. = 208 % Irri. Int.= 198 %

MCM cumec MCM cumec

June 68.33 26.36 21.57 8.32

July 1037.01 387.18 435.82 162.72

August 275.00 102.67 143.27 53.49

September 245.84 94.84 111.96 43.19

October 349.34 130.43 131.62 49.14

November 267.63 103.25 141.10 54.44

December 456.38 170.39 237.18 88.55

January 415.63 155.18 213.61 79.75

February 319.97 132.26 168.34 69.58

March 235.51 87.93 86.26 32.21

April 617.39 238.19 218.15 84.16

May 751.84 280.70 202.42 75.57

Total 5039.86 - 2111.30 -

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Area Drainage study & WaterAvailability Studies for NCC PowerProject in Sompeta, Andhra Pradesh

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Proposed 2640 MW Vamsadhara Thermal Power Project at Sompeta

Plant site

(1890

acre)

12

3

4

1. Uncultivable waste land with grass 2. Agricultural land

3. Mixed Plantation 4. Coastal highlands

Image date:13Dec.2007

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Project Understanding

Plant site is located east of Mahendratanaya river.

Plant site is spread over 1890 acre.

Presently, there are no existing drainage scheme in the

area, resulting in letting out rainfall-excess from the sub-catchments into the site.

A well-designed storm water drainage system is

proposed to be in place inside & outside the plant area

as part of integrated system of area improvement

measures. Two Drains D1 & D2 are proposed at plant site for

carrying out the discharge from the catchment.

24

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DRAINAGE MAP OF PROJECT AREA

Baruva

river

catchment

C3

C5

C1

C2

C4

A

B

D2

D1

DRAINAGE MAP OF PROJECT AREA

N

Project Details

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Roles & Responsibilities Design Flood Computation

Total Catchment Area = 121.50 sq. km.

Catchment divided into 6 Sub Catchments

Design Flood was computed for each Sub Catchment by Unit

Hydrograph Method

Computation of 100 year Return Period Flood at theinlet of the Proposed Drains

Flood at inlet of the Drains D1 & D2 was computed with

Muskingham Channel Routing Method

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Catchment Discharge Corresponding to 25 year, 50 year, 100 YearFlood

Sl. No. Sub-Catchment C.A inSq. km Discharges in cumec

Q25 Q50 Q100

a. C1 1.96 24.71 27.50 37.83

b. C2 2.71 16.47 18.42 24.18

c. C3 21.79 68.34 76.83 86.37

d. Barua 49.49 193.70 218.10 286.79

e. C4 4.77 28.54 31.97 41.49

f. C51 7.38 43.96 49.27 54.60

g.C5 (including self catchment ofplant area) 40.79 235.20 263.99 292.97

h.C5 (excluding self catchment ofplant area) 29.82 171.96 192.98 214.13

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28

Time

(hrs) Baruva

Baruva(Routed)

0.3*C3

0.3*C3(Routed)

Baruva (Rout)+

0.3*C3(Routed)

0.2*(Baruva+

0.3*C3(Rout)

)

0.2

Baruva

(Routed)

0.06 C3

(Routed) C1

D1=C1+0.2*

(Baruva+0.3

*C3)

k= 1,

x=0.05

k= 2,

x=0.05

0 3.45 3.45 0.70 0.70 4.15 0.83 0.69 0.14 0.74 1.57

1 15.49 6.89 0.75 0.71 7.60 1.52 1.38 0.14

37.8

3 39.35

2 112.75 40.82 0.90 0.74 41.57 8.31 8.16 0.15 9.41 17.73

3 228.56 125.29 6.78 1.58 126.87 25.37 25.06 0.32 1.43 26.81

4 286.79 215.69 13.40 4.70 220.40 44.08 43.14 0.94 0.74 44.82

5 237.74 252.47 21.66 9.56 262.03 52.41 50.49 1.91 0.74 53.15

6 171.19 222.93 25.91 15.38 238.31 47.66 44.59 3.08 0.74 48.40

7 127.54 173.50 23.37 19.63 193.13 38.63 34.70 3.93 0.74 39.37

8 96.14 131.70 19.42 20.74 152.44 30.49 26.34 4.15 0.74 31.23

9 70.66 99.02 15.96 19.71 118.73 23.75 19.80 3.94 0.74 24.49

10 52.58 73.60 13.17 17.72 91.31 18.26 14.72 3.54 0.74 19.00

11 36.22 53.91 10.68 15.42 69.33 13.87 10.78 3.08 0.74 14.61

12 23.68 37.69 8.33 13.05 50.74 10.15 7.54 2.61 0.74 10.89

13 13.47 24.77 6.26 10.73 35.50 7.10 4.95 2.15 0.74 7.84

14 6.50 14.71 4.73 8.59 23.29 4.66 2.94 1.72 0.74 5.40

15 3.57 8.01 3.34 6.73 14.74 2.95 1.60 1.35 0.74 3.69

16 3.45 4.80 2.10 5.09 9.90 1.98 0.96 1.02 0.74 2.72

17 3.45 3.84 1.09 3.66 7.50 1.50 0.77 0.73 0.74 2.24

Table-3100 year Return Period Flood for Drain D1 By Muskingham Routing

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29

100 Year Return Period Flood for Drain 1

0

10

20

30

40

50

60

0 10 20 30 40 50 60

Time (hr)

Discharge(cumec)

0.2 Baruva(Routed)

0.06 C3(Routed)

C1

D1=C1+0.2*(Baruva+0.3*C3)

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DPR for Second Barrage on Gandak

River (Gandak Project Phase-II)

P j D il

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Project Details

Augmentation

of water

availability inthe existing

canal system

througb the

transfer of

water from

Gandak by

constructing aBarrage near

Areraj

Project Understanding Need

TMC & SMC

are water

deficient intheir

downstream

reaches It is

therefore

proposed a

second barrage

& cpnstructlink canals to

feed the

existing canal

network.

Scope of Work

Review and assessment of CCA ,

existing cropping pattern

Assessment of water demand

Assessment of water

availability at barrage site

Water Balance Studies

Computation of Crop Water

Requirement

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Roles & Responsibilities Hydrological Studies

Dumariaghat G&D site is 17 km d/s of the proposed Gobindganj site.

It was not possible to obtain requisite hyd-met data base required forestimating design flood by hyd-met approach as a major part of the rivercatchment lies in Nepal.

Flood frequency approach was taken into consideration.

G& D data (1974-1994) of Dumariaghat has been used for estimation ofDesign Flood.

The observed annual flood discharge was not instant peak flows.

G & D curve was drawn b/w annual daily peak discharge at Dumariaghatand corresponding gauge of each year

Thus instantaneous annual peak series has been generated. The instantaneous flood peak series is subjected to Normal, Log-Normal,

Log Pearson & Gumbels frequency distribution.

Transposing these flood values at the project site, using the relation Q=C(A)^3/4 the flood at Barrage site Gobindganj has been computed.

R l & R ibiliti

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100-Year Return Period Flood at Dumaria Ghat

(Unit: Cumec)

Distribution 100 Year Flood Upper Limit of Flood

Normal 10803 13318

Log Normal 11398 16120

Pearson 11514 16371

Gumbel 12405 17531

100-Year Return Period Flood at Gobindganj

(Unit: Cumec)

Distribution 100 Year Flood Upper Limit of Flood

Normal 10725 13209

Log Normal 11305 15988

Pearson 11420 16237

Gumbel 12303 23056

Roles & Responsibilities


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Computation of HFL of River Gandak at Gobindganj

Observed, consistent and concurrent G&D data at Dumariaghat has been transposed to

Gobindganj as explained below: Computation of Gauge at Gobindganj :

slope = 0.23m/km (Reference: Report of 2nd Bihar State Irrigation

Commission 1994, Vol:V)

River length from Gobindganj to Dumariaghat= 17.5 km,

Total elevation increase b/w Gobindganj and Dumariaghat considered =4.02 m

Computation of Discharge :

The discharge at Gobindganj has been computed using following equation:

Development of G& D curve at Gobindganj

34A

2= Q2 1 A

1

Q

The equation of G&D curve is

y = A*xbWhere:

Y = Discharge

x = (G-G0)

G = Gauge corresponding to y

G0 = Gauge corresponding to 0 discharge computed as 61.5m using the best-fit Technique



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Development of G & D Curve at Gobindganj

Gauge at Gobindganj

(G)

Gauge at '0' Dis.

(G0)

Discharge at

Gobindganj

G-G0 Log (G-G0)

Log

(Q)

m m cumec m

65.62 61.50 3531.52 4.12 0.615 3.548

65.78 61.50 3729.92 4.28 0.631 3.572

65.8 61.50 3749.76 4.30 0.633 3.57466.1 61.50 5417.25 4.60 0.663 3.734

66.26 61.50 5952.00 4.76 0.678 3.775

66.33 61.50 6083.57 4.83 0.684 3.784

66.64 61.50 8134.40 5.14 0.711 3.910

66.7 61.50 8481.60 5.20 0.716 3.92866.82 61.50 8928.00 5.32 0.726 3.951

66.89 61.50 9800.96 5.39 0.732 3.991

66.96 61.50 9920.00 5.46 0.737 3.997

67.36 61.50 9949.76 5.86 0.768 3.998

68.1 61.50 11188.46 6.60 0.820 4.049



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Log (G-G0)

G&D Curve for River Gandak at Gobindganj

Computed value of HFL corresponding to design discharge of 24100 cumec = 61.90 m


LogQ


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Irrigation Planning

NIR, GIR & Crop water demand has been computed for Kharif,

Rabi & Hot Weather crops

Total area under Tirhut Main Canal (TMC) below RD 452.5,

for computing water demend = 2.73 L ha Total area under Saran Main Canal (TMC) below RD 170.5, for

computing water demend = 1.00 L ha

The computed Peak Water Demands for ;

TMC (CCA= 2.73 L ha) = 172.82 cumec

SMC (CCA= 1.00 L ha) = 54.81 cumec

Abstract of Total 10-daily Crop Water Requirement for TMC (below RD 452 50)

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Abstract of Total 10-daily Crop Water Requirement for TMC (below RD 452.50)

CCA 273000 ha

Kharif 85%

Rabi 95%

Hot

Weather 55%

Perennial 5%Intensity of Irrigation 240%

Crop

Kharif Rabi HW Perennial Total Demand

P1 P2 P3 P4 Maize Wheat Pulses Oilseeds Potato Veg. Gr. Gram Veg. Maize S'cane (Mcum.) (cumec.)

Area (%) 22% 19% 16% 12% 16% 50% 15% 15% 7% 8% 25% 5% 25% 5% 240%

Area (ha) 60060 51870 43680 32760 43680 136500 40950 40950 19110 21840 68250 13650 68250 13650 655200

Jun

I 0.1 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 95.5 0.0 106.53 123.29

II 152.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 152.65 176.68

III 42.3 0.0 9.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 51.48 59.58

Jul

I 23.4 120.0 0.0 6.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 149.85 173.44

II 23.4 20.2 109.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 153.11 177.21

III 25.7 22.2 18.7 82.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 149.32 172.82

Aug

I 24.2 20.9 17.6 12.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.38 87.24

II 24.2 20.9 17.6 13.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.96 87.92

III 26.6 23.0 19.4 13.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 82.86 95.90

Sep

I 23.8 20.5 17.3 12.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 74.48 86.20

II 18.8 20.5 16.4 12.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 67.99 78.70

III 15.8 6.2 12.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 34.67 40.12

Oct

I 0.0 15.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.1 20.89 24.17

II 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.9 0.0 0.0 0.0 0.0 0.0 5.1 6.98 8.08

III 0.0 0.0 0.0 0.0 0.0 0.0 0.7 3.0 0.0 0.0 0.0 0.0 0.0 3.6 7.30 8.45

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DPR for 50 Minor Irrigation Schemes

in Tripura

Project Details

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Collection of

Hydro-

meteorological

data

Geotechnical

Investigation

Hydrological

study

Design of

StructuresCost EstimateIrrigation Planning

Steps for Preparation of DPR

Preparation of DPR

Project Details

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Roles & ResponsibilitiesHydrological Studies Design Flood Computation:

No observed concurrent short-duration rainfall and runoffflood data is available for the proposed project site.

Flood Model has been developed based on the methodology

contained therefore the in the Publication No RBF-16,published by Research Design and Standard Organization(RDSO), Ministry of Railways.

The methodology in the publication provides a rationalformula for design flood for catchments less than 25 sq.km.

The studies in the publication are based on special catchmentcharacteristics, time distribution and areal distribution ofrainfall for very small catchments and modified runoffparameters.

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The methodology has been finalized and approved for usefor micro catchments by the Flood Estimation, Planning andCoordination Committee (FEPCC).

The Flood Model is based on well known Rational Formula

with suggested improvements in the values of runoffcoefficient (C) and intensity of rainfall (I) as indicatedbelow:

Q = 0.278*C*I*A

C = 0.332*(R*F)^0.2I = RF/TcTc = (L^3/H)^0.345

L = Length of the longest stream (km)H = Height of the farthest point above the

proposed project along the river

43


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Computation of 75% dependable flow:

Availability of Rainfall Data: IMD maintains 12 Raingauge

Stations in Tripura. Data available from (1975-2000)

Availability of Runoff Data: CWC maintains 12 G&D Sites in

Tripura

75% dependable flow for the each project site was computed by

developing Rainfall Runoff model for corresponding G&D site

Computation of Crop Water Demand:

Net Irrigation Requirement/per crop and Total Crop WaterDemand was computed with Modified Penmans Method

recommended by FAO.


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Proposed cropping pattern and irrigation intensities adopted

in present study

Sl

No.

Crop Irrigation Intensity (%)

w.r.t (CCA)

1 KharifPaddy (Aman HYV)

75

Sub Total 75

2. Rabi

Paddy (Boro HYV)

Wheat

Mustard

Potato

Vegetables

2015

5

15

10

Sub Total 65

3 Hot weatherPaddy (Aush HYV)

Vegetables

7010

Sub Total 80

Total 220

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Crop Calendar for Proposed Crops

Name of

crop

Crop

duration

Date of

sowing

Date of

transplantation

Date of harvest

1. Kharif

Paddy 125 June 23-30 July 15-31 Oct 01-25

2. Rabi

Paddy 137 Dec 15-31 Jan 13-31 Apr 01-30

Wheat 101 Nov 7-30 Mar 01-15

Mustard 90 Oct 10-31 Jan 01-07

Potato 113 Nov 15-30 Mar 01-07

Vegetables 102 Oct 16-31 Jan 01-25

3. Hot

Weather

Paddy 118 Apr 20-30 May 12-31 Aug 01-15

Vegetables 80 Mar 22-31 Jun 01-09

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Role in Business DevelopmentWork

Actively involved in preparation of Proposals & EOIs for procuring new

Business Opportunities in the field of Water Resources

List of Selected Proposals in which thoroughly involved;

S. No. Project Name Value

(In Rs. Lakh)

1 DPR for the extension of the balance portion of the

Main Ravi Canal from Basantpur to upstream of Ranjit

Sagar Dam, Jammu & Kashmir

234.00

2 Construction Supervision for Rehabilitation and

Reconstruction of Regional Roads in Hadramout

Governorate, Yemen

301.00

3 Water Resources Planning for Rajasthan State 1500.00

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presentation 18.06.2012

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