analysis of water pollution in freshwater inle lake based on eutrophication
DESCRIPTION
The present study was conducted in the Inle Lake, Nyaung Shwe Township, Southern Shan State. Inle lake is the third largest lake in Myanmar in which several tens of thousands of people live in the lake. The lake has several risk factors that could pollute its water as the chemical fertilizers and pesticides are being continually used in the agricultural farms in the area. Six study sites were selected to collect the water samples. Water samples were collected monthly from the year 2006 to 2007 to determine the pollution level and eutrophication. Increased nutrient loading can stimulate algal growth found abundantly in the lake. Six physical parameters consisting water depth, turbidity, water temperature, electrical conductivity, hardness, and total dissolved solids (TDS), and six chemical parameters consisting pH, arsenic, chlorides, fluoride concentrations and dissolved oxygen (DO), biochemical oxygen demand (BOD), and two nutrient parameters of nitrates and phosphates levels were investigated to determine the pollution level. All parameters were analysed by using comparative and correlation statistical methods. Monthly means and the range of each parameter were calculated. The data were presented by graphic presentations. Two water parameters, nitrates and phosphates, were observed to be higher than WHO standard level, while four parameters, DO, BOD, chlorides and fluoride, were found to lower than the WHO standards. Hence the use of chemical fertilizer in this lake is assumed to start water pollution contributing to eutrophication. Lowering of DO could also affect aquatic fauna in the lake. Suggestions for future work are outlined based on the recorded data.TRANSCRIPT
ANALYSIS OF WATER POLLUTION IN
FRESHWATER INLE LAKE BASED ON
EUTROPHICATION
PhD DISSERTATION
MAR LAR HTWE
DEPARTMENT OF ZOOLOGY
UNIVERSITY OF YANGON
MYANMAR
NOVEMBER, 2008
ii
ACKNOWLEDGEMENT
I would like to express my profound gratitude to Professor Dr. Maung
Maung Gyi, Head of Zoology Department, University of Yangon for his kind
permission to conduct this research.
Grateful thanks to Professor Dr. Khin Maung Swe, Department of
Zoology, Dagon University, for his continuous encourage, constructive advice,
valuable suggestions, and scholastic supervision and guidance of this research
work.
I extend my thanks to Integrated Community Development Project
office of UNDP in Nyaung Shwe Township, Southern Shan State and
Freshwater Aquaculture Research Chemical Laboratory, Department of
Fisheries, Tharkayta Township, Yangon for their technical help in analyzing
water parameters.
I would like to express my sincere thanks to Nagao Natural Environment
Foundation (NEF), Japan and Forest Resource Environment Development and
Conservation Association (FREDA), Myanmar for partially support of
financial.
I also wish to express my thanks to Dr. Moe Kyi Han, Dr. Tint Moe Thu
Zar, Dr. Khin Lay Yee and Dr. Nway Nwe Aye who have kindly assisted me in
graphic presentation.
My heartfelt gratitude goes to all my sisters and brothers, for their
consistent encourage, understanding and financial support.
Last but not the least, I am especially grateful to my husband, U Kyaw
Thant, for his moral encouragement and financial support rendered throughout
the study period.
iii
ABSTRACT
The present study was conducted in the Inle Lake, Nyaung Shwe
Township, Southern Shan State. Inle lake is the third largest lake in Myanmar
in which several tens of thousands of people live in the lake. The lake has
several risk factors that could pollute its water as the chemical fertilizers and
pesticides are being continually used in the agricultural farms in the area. Six
study sites were selected to collect the water samples. Water samples were
collected monthly from the year 2006 to 2007 to determine the pollution level
and eutrophication. Increased nutrient loading can stimulate algal growth found
abundantly in the lake.
Six physical parameters consisting water depth, turbidity, water
temperature, electrical conductivity, hardness, and total dissolved solids (TDS),
and six chemical parameters consisting pH, arsenic, chlorides, fluoride
concentrations and dissolved oxygen (DO), biochemical oxygen demand
(BOD), and two nutrient parameters of nitrates and phosphates levels were
investigated to determine the pollution level.
All parameters were analysed by using comparative and correlation
statistical methods. Monthly means and the range of each parameter were
calculated. The data were presented by graphic presentations. Two water
parameters, nitrates and phosphates, were observed to be higher than WHO
standard level, while four parameters, DO, BOD, chlorides and fluoride, were
found to lower than the WHO standards. Hence the use of chemical fertilizer in
this lake is assumed to start water pollution contributing to eutrophication.
Lowering of DO could also affect aquatic fauna in the lake. Suggestions for
future work are outlined based on the recorded data.
iv
TABLE OF CONTENTS
Content Page
ACKNOWLEDGEMENT ….. ii
ABSTRACT ….. iii
TABLE OF CONTENTS ….. iv
LIST OF FIGURES ….. vii
LIST OF PLATES ….. ix
LIST OF TABLES ….. x
CHAPTER 1 INTRODUCTION ….. 1
CHAPTER 2 REVIEW OF LITERATURE ….. 5
2.1 Water ….. 5
2.2 Eutrophication ….. 8
2.3 Previous Inle Condition ….. 12
2.4 Recent Inle Condition ….. 13
CHAPTER 3 MATERIALS AND METHODS ….. 14
3.1 Study area ….. 14
3.2 Study site ….. 14
3.3 Study period ...... 14
3.4 Materials ….. 17
3.3 Study period ….. 13
3.4.1 Equipment, apparatus and testkits …... 17
3.5 Methods …... 17
3.5.1 Collection of water samples ….. 17
3.5.2 Physicochemical analysis of water samples ….. 18
v
3.6 Data analysis ….. 18
CHAPTER 4 RESULTS ….. 21
4.1 Physical parameters ….. 21
4.1.1 Water depth ….. 21
4.1.2 Electrical conductivity ….. 24
4.1.3 Total dissolved solid ….. 24
4.1.4 Turbidity ….. 27
4.1.5 Hardness ….. 27
4.1.6 Water temperature ….. 30
4.2 Chemical parameters ….. 33
4.2.1 Arsenic ….. 33
4.2.2 Chloride ….. 36
4.2.3 Fluoride ….. 36
4.2.4 Water pH ….. 39
4.2.5 Dissolved oxygen ….. 42
4.2.6 Biochemical oxygen demand ….. 47
4.3 Nutrient pollutants ….. 50
4.3.1 Nitrate nitrogen, NO3-N ….. 50
4.3.2 Phosphate ….. 53
4.4 Correlation among water parameters
in Inle Lake ….. 58
4.4.1 Physical parameters and water pH ….. 58
4.4.2 Physical parameters and DO ….. 58
4.4.3 Physical parameters and BOD ….. 62
vi
4.4.4 Physical parameters and fluoride ion
concentration ….. 62
4.4.5 Physical parameters and chlorides ….. 65
4.4.6 Chemical parameters and electrical
conductivity ….. 65
4.4.7 Water temperature and nitrates ….. 69
4.4.8 Total dissolved solids and nitrates ….. 69
CHAPTER 5 DISCUSSION ….. 72
SUMMARY ….. 83
SUGGESTIONS FOR FUTURE WORK ….. 84
REFERENCES ….. 85
vii
LIST OF FIGURES
Figure Page
3.1 Map of study area ….. 15
3.2 Six study sites of Inle Lake (A) Kyezagone (B) Lethit
(C) Mwepwe (D) Kela (E) Centre of the Lake and
(F) Namlit chaug ….. 16
4.1 Monthly variation of water depth (cm) in six study sites
(March 2006 to February 2007) ….. 23
4.2 Monthly variation of electric conductivity ((μs cm-1) in
six study sites (March 2006 to February 2007) ….. 26
4.3 Monthly variation of total dissolved solid (mg L-1) in
six study sites (March 2006 to February 2007) ….. 29
4.4 Monthly variation of hardness (mg L-1) in six study
sites (March 2006 to February 2007) ….. 32
4.5 Monthly variation of temperature (°C) in six study sites
(March 2006 to February 2007) ….. 35
4.6 Monthly variation of chloride (mg L-1) in six study sites
(March 2006 to February 2007) ….. 38
4.7 Monthly variation of fluoride (mg L-1) in six study sites
(March 2006 to February 2007) ….. 41
4.8 Monthly variation of pH in six study sites
(March 2006 to February 2007) ….. 44
4.9 Monthly variation of dissolved oxygen (mg L-1)
viii
in six study sites (March 2006 to February 2007) ….. 46
4.10 Monthly variation of biochemical oxygen demand (mg L-1)
in six study sites (March 2006 to February 2007) ….. 49
4.11 Monthly variation of nitrate (mg L-1) in six study
sites (March 2006 to February 2007) ….. 52
4.12 Monthly variation of phosphate (mg L-1) in six study
sites (March 2006 to February 2007) ….. 55
4.13 Correlation between physical parameters and water pH
in Inle Lake ….. 60
4.14 Correlation between physical parameters and dissolved
oxygen (DO) ….. 61
4.15 Correlation between physical parameters and biochemical
oxygen demand in Inle Lake ….. 63
4.16 Correlation between physical parameters and fluoride
ion concentration in Inle Lake ….. 64
4.17 Correlation between physical parameters and chloride
ion concentration in Inle Lake ….. 66
4.18 Correlation between chemical parameters and electrical
conductivity in Inle Lake ….. 67
4.18 Correlation between chemical parameters and electrical
conductivity in Inle Lake ….. 68
4.19 Correlation between nitrate compounds and physical
parameters in Inle Lake ….. 71
LIST OF PLATES
ix
Plate Page
3.1 Collection sites of water samples showing
different conditions ….. 19
3.2 Collection water samples and Meters and Test-kits ….. 20
4.1 Sources of nutrients and pollutants ….. 56
4.2 Different types of bloom of floating and submerged plants
that affect on the water quality of Inle Lake ….. 57
LIST OF TABLES
x
Table Page
4.1 Monthly water depths (cm) at different water sampling
sites during study period ….. 22
4.2 Monthly electric conductivity (μs cm-1) at different water
sampling sites during study period ….. 25
4.3 Monthly total dissolved solids (mg L-1) at different water
sampling sites during study period ….. 28
4.4 Monthly hardness (mg L-1) at different water sampling sites
during study period ….. 31
4.5 Monthly water temperature (°C) at different water
sampling sites during study period ….. 34
4.6 Monthly chloride ion concentration (mg L-1) at different
water sampling sites during study period ….. 37
4.7 Monthly fluoride ion concentration (mg L-1) at different water
sampling sites during study period ….. 40
4.8 Monthly water pH values at different water sampling sites
during study period ….. 43
4.9 Monthly dissolved oxygen (mg L-1) at different water
sampling sites during study period ….. 45
4.10 Monthly biochemical oxygen demand (mg L-1) at different
water sampling sites during study period ….. 48
4.11 Monthly nitrate ion concentration (mg L-1) at different water
sampling sites during study period ….. 51
4.12 Monthly phosphate ion concentration (mg L-1) at different
xi
water sampling sites during study period ….. 54
4.13 Values of coefficient of correlation and regression equation ….. 59
1
CHAPTER 1
INTRODUCTION
Inle lake is a very popular resort as traditional Inle festival, nice scene
with leg rowing, very beautiful big horn-shaped fishing trap, seasonal festival
one of the ecotourism sites in Myanmar. Inle Lake is located on the Shan
plateau of East Myanmar, in Thanlwin river basin and is the third largest
natural lake in Myanmar. The basin is in a broad North-South valley between
two limestone ridges, rising to 1200 meters above sea level, 19.8 meters long
and 11.6 meter wide, elongated and fairly shallow, an area of 5.618 sqkm, with
a maximum measured depth of 4 meter (Davies, 2004).
Water pollution is defined as any contamination of water that lessens its
value to humans and nature. Pollution represents imbalance of one or more
elemental cycles. Water pollutants for the lakes are sediments, nutrients,
oxygen demanding organic wastes, thermal pollution, disease organism, and
toxic organic wastes by United Nation Environmental Programme-
International Environmental Technology Centre/International Lake
Environment Committee Foundation (UNEP-IETC/ILEC, 2001).
Eutrophication is defined by two water parameters, over enrichment of
micronutrients of phosphate PO4-P and nitrates NO3-N. Eutrophication leads to
the reduction of oxygen and the release and accumulation of toxic substances in
the water that creates the sediments-polluting aquatic environment, which can
then lead to the death of aquatic organisms, and the destruction of ecosystems
and also threat to human health (Eastin, 1977).
Annadale reported in 1918 that the fertility of Inle Lake was very less
and eutrophication started by gradual proceeding of the occurrence of algae,
weed, and some aquatic plants. Several tribes live in the floating islands of the
lake for many years. Currently, the population living in the 360 villages on the
floating islands and around the lake is approximately 110,000 people and
2
produce domestic wastes, human sewages, debris, the wastes of chemical
compounds of inorganic fertilizers, pesticides utilized in the agriculture farms
on the floating island.
Much area of the lake is covered with a luxuriant growth of submerged
and floating-leaved macrophytes. In addition, there are floating mats composed
mainly of grasses. These are the distinct appearance in some degree of
pollution and eutrophication in the lake water. There are extensive areas of
anchored mats and herbaceous marsh, especially around the northern end of the
Lake. Much of the lake-associated herbaceous marsh has been converted to rice
fields and to water gardens.
Direct uses of the Inle Lake are for fishing, water gardening,
transportation, and tourism. Recently, human population becomes high around
the lake, particularly immediately to the north and around the southern and
western margins. Thus, inflow of domestic effluent into the lake may be a
problem; together with general disturbance.
Tourism results in some disturbance through boat trips on the lake and
through the development of resorts on the shores of the lake which may cause
an increase in the flow of domestic effluent into the lake. Oil spill from the
high number of motorized boats in the lake cover the film on the water surface
may make disturbance the aquatic plants for photosynthesis. A large amount of
heat produced by the motor engines of the boats is one the thermal pollution of
the lake water temperature. The development of water gardens is a form of
reclamation and extends to the areas of open water being lost around the
margins.
Siltation is considered to be a major threat during the wet season, when
rain causes erosion of soil which has been exposed by fires in the dry season.
This seems to be especially true for the western inflows, where a delta has been
created which extends into the lake. The major threat is soil erosion, caused by
run off from slopes which have been subject to fire. The area of Inle has
reduced 15% since the British colonial time. Further development of water
3
gardens will decrease the area of open water and increase the threat from
fertilizers and pesticide. Continued stocking of exotic fish species will pose a
great threat to the unique fish fauna (Aung, Nyo, Htut, Thein, Maung, Thu,
Than, Maung, Thant and Htay 2001).
In Inle Lake, there are a lot of floating farms in floating islands and are
made from masses of floating vegetation and are used to grow vegetables in a
form of hydrophonic culture. Flatter areas round the lake and in the basins are
used for rice, vegetables and flowers cultivation. Floating farms are found
around the lake margins, tomatoes being a major crop. The tomato plantation is
the major food from the Inle floating island agriculture and produces about
three tonnes per year and distribute throughout the country. The chemical
pollutants from the farms, human wastes and domestic wastes produced from
the peoples in everyday finally accumulated in the lake and become
contaminated ( Htay, 2001).
Nowadays, farmers who live in this lake use of many kinds of
agricultural chemicals such as pesticides, herbicides, insecticides, fungicides
and fertilizers. These agricultural chemicals affect aquatic species of this lake
in various ways.
The natural beauty of the lake attracts many tourists. Many hotels and
resorts have also been developed on the shore of the lake, which may cause an
increase in the flow of the domestic effluent into the lake, because of
urbanization and floating islands. The aquatic ecosystem in the lake is therefore
being more and more polluted. And it becomes imported to prevent the
biodiversity of Inle Lake. For this reasons there is a need to do a research of
how this pollution effect on the lake and the aquatic mentioned above
ecosystem.
TDS are formed from dissolved minerals which determine the hardness,
acidity, conductivity inturn affecting water colour, taste and odor (Gray, 1999).
Conductivity indicates water's ability to conduct electric current linked
to level of mineral salts in solution in water. Hence conductivity is controlled
4
by the degree to which these salts dissociate into ions. It is measured as
microsemiemens per centimetre (μs cm-1). Natural rivers and lakes have
electrical conductivity (EC) of 10 to 1,000 μs cm-1.
Alkalinity reduces acidity by neutralizing hydrogen (H) ions. Hence
have buffering activity. Carbonates and bicarbonates determine alkalinity.
pH reflects intensity of acidity/alkalinity of water.
Nitrates originate from organic compounds and ammonia through
aerobic oxidation and decomposition of organisms. Nitrates indicate recent
pollution.
Phosphates indicate lake eutrophication. Sources of phosphorous are
human waste and synthetic detergents and fertilizers.
Arsenic (As) is highly toxic. Sources are industry, insecticides, natural
minerals. Dissolved oxygen (DO) indicates water quality. Dissolved oxygen is
inversely proportional to temperature. Maximum value is about 9 mg L-1.
The present investigation is carried out with the following objectives-
- to detect the water parameters of pH, water temperature (T˚C),
Turbidity, Hardness, Electric conductivity (EC), Total Dissolved Solids
(TDS), Chlorides, Fluoride, Dissolved Oxygen (DO), Biochemical
Oxygen Demand (BOD), water level
- to determine the levels of nitrogen and phosphorus compounds that
cause eutrophication
- to correlate the different water parameters
- to analyze the content of nitrates and phosphates influence
eutrophication process base upon data from surveyed sites
- to evaluate the pollution and eutrophic level of the Inle Lake
5
CHAPTER 2 REVIEW OF LITERATURE
2.1 Water
Simmonds (1962) also stated that pollution is 'the presence in a water of
any substance, physical, chemical or biological, which renders that water
unsuitable or unfit for some domestic purpose.
Beeton (1965) presented as evidence for the eutrophication of the St.
Lawrence Great Lakes an increase in the dissolved salt content of these waters.
Chemical species that make up the bulk of the total salts in most lakes are
calcium (Ca++), magnesium (Mg++), sodium (Na+), potassium (K+), sulfate
(SO4-), bicarbonate (HCO3
-) and chloride ( CL-). Sometimes nitrate (NO3-)
concentrations are encountered in ground waters in amounts that contribute to
the dissolved salts or specific conductance of the water. With the exception of
nitrate, all of these species play minor roles in aquatic plant production of a
lake, i.e. their concentrations are in sufficient excess so that they do not limit
the plant production. Therefore, high total salts in a lake usually mean that the
lake also has a high content of aquatic plant nutrients.
Beeton (1965) was the result of a greater degree of cultural activity in
the lake's drainage basins and thus an increased flux of many of the common
cations and anions normally found in lakes. As will be show later, associated
with the increase in cultural activity, a higher nitrogen and phosphorus flux will
also occur. Although the total amounts of nitrogen, phosphorus and other
aquatic plant nutrients are insufficient to be determined as a part of the
dissolved salts or specific conductivity, they are sufficient to cause excessive
growths of algae and other aquatic plants in lake Erie and parts of the Great
Lakes. Even though these salts probably do not significantly contribute to the
nutrient for aquatic plants, their build up in Great Lakes is of major concern
and will require their removal from some waste waters in the foreseeable
future.
6
Tarzwell (1965) ties the definition to usage: water pollution is the
addition of any material or any change in character or quality of a water that
interferes with, lessens, or destroys a desired use.
Lee (1972) reported that oligotrophic lakes contain small amounts of
organisms but many different species of aquatic plants and animals. Eutrophic
lakes are generally though to contain large numbers of aquatic plants and
animals of a few species. Normally, lakes that are sufficiently deep to develop
a thermo cline ( two-layer system due to density differences as a result of the
thermal structure) and show a particle or complete depletion of dissolved
oxygen in the hypolimnion (bottom layer) are classified as eutuophic, while
those that maintain the oxygen in the hypolinmion throughout the period of
thermal stratification are oligotrophic. This oxygen depends on amounts of
aquatic plants that develop in the surface water and the morphology of the lake.
For lakes with a given amount of aquatic plant production in the eplimnion
(surface layers), those with a large hypolimnetic volume tend to have the
oxygen concentration depleted to a lesser degree than those with a small
hypolemnetic volume. With few exceptions, the amount of aquatic plants
produced in a lake is restricted to the surface waters since light penetration is
usually restricted to eplimnetic waters.
EPA (1990) reported that rapid changes in lake nutrient status and
productivity are often a result of human included disturbances to the watershed
rather than gradual enrichment and filling of the lake basin through natural
means. Human-induced cultural eutrophication occurs when nutrient, soil, or
organic matter loads to the lake are dramatically increased. A lake's lifespan
can be shortened drastically increased by activities such as forest clearing, road
building, cultivation, residential development, and wastewater treatment
discharges because these activities increase soil and nutrient loads that
eventually move into the lake. Natural and man-made lakes undergo
eutrophicaton by the same processes-nutrient enrichment and basin filling-but
at very different rates.
7
Michaud (1994) described that a larger fraction of the water in a
shallow lake is influenced by sunlight, and that photosynthesis and growth are
proportionately higher than in a deep lake.
Michaud (1994) also described unlike deep lakes, shallow lakes tend not
to stratify and are more likely to be mixed the same from top to bottom.
Anson (1997) stated water pollution is commonly defined as any
physical, chemical of biological change in water quality which adversely
impacts on living organisms in the environment or which makes a water
resource unsuitable for one or more of its beneficial uses. Some of the major
categories of beneficial uses of water resources include: public water supply,
irrigation, recreation, industrial production and nature conservation.
Moss (1998) reported the water is well mixed by wind, and physical
characteristics such as temperature and oxygen vary little with depth. Because
sunlight reaches all the way to the lake bottom, photosynthesis and growth
occur throughout the water column.
Simba (2001) described there are many dissolved substances in water
such as mineral salts, organic compounds (products of aquatic animals and
plants) etc. Some of these dissolved particles are electrically changed (ions).
These dissolved ions can provide the trace elements needed by aquatic plants.
Moss (2004) reported that the demand for surface water for many
purposes is increasing globally, mainly due to population growth and irrigation,
particularly in arid and semi-arid regions. Eutrophication often becomes
apparent to the public as populations increase in density. The total impact of
humans on nature is probably about high times higher today than 40-50 years
ago, given the growth in population, in industrial and agricultural production,
and in technological development (we use more chemicals, traffic density has
increased, etc.).
8
2.2 Eutrophication
Cable (1966) made a survey especially dense concentration of a single
species of zooplankton or phytoplankton are population explosions knows as
swarms, and flower or blooms. They occur seasonally or at irregular intervals
when environmental conditions are exceptionally favorable for the growth and
reproduction of a particular species. Swarming or flowering communities occur
most often when the water is enriched by runoff from agricultural land, by
upwelling from the bottom, by overturn of a body of water due to wind and
thermal changes, or by the addition of small quantities of organic wastes from
urban communities. Extensive investigations have shown that a great
preponderance of the basic or primary nutriment in the aquatic environment is
manufactured by the unicellular microscopic algae in the phytoplankton. These
tiny plants contain chloroplasts that can produce carbohydrates from carbon
dioxide and water in the presence of light (a process called photosynthesis).The
plant cells then synthesize complex organic compounds from suitable salts of
essential ignoring substances - - chiefly carbon, phosphorus, and nitrogen.
Waters that receive domestic and industrial wastes containing large amounts of
nitrogen and phosphorus compounds often nourish heavy growths of algae
Cairns, Albaugh, Bursey and Chaney (1968) were carried out
overloading with nitrogen and phosphorus can result in a series of undesirable
effects. Excessive growth of plankton algae increases the amount of organic
matter settling to the bottom. This may be enhanced by changes in the species
composition and functioning of the pelagic food web by stimulating the growth
of small flagellates rather than larger diatoms, which leads to lower grazing by
copepods in increased sedimentation. Diatoms can be used as an indicator for
water pollution. Because diatoms (single-celled algae) have frequently been
used to evaluate the impact of domestic sewage or industrial waste on the
aquatic environment. Use of these organisms in pollution impact evaluation is
justified by reason of their sensitive to pollutions. In a non-polluted
environment then will usually be a very high diversity of kinds of different
9
diatoms, while a polluted environment will show a very low diversity with only
a few different kinds of diatoms.
Vollenweider (1968) stated that especially implicated as specific
nutrients are nitrates and phosphates, anions which in nature are frequently
present in limiting amounts. Others which also probably play apart include
potassium, magnesium, sulphate, trace elements (cobolt, molybdenum, copper,
zinc, boron, iron, manganese, etc.), and organic growth factors.
National Academy of Sciences (1969) published remedial measures for
eutuophication centre upon the principal of limiting nutrient inflow
(particularly of nitrates and phosphates), removing nutrients already present in
the lake, and mechanically or chemically ridding the lake of nuisance plants by
cutting or poisoning. These practices are now widely used in the United States
and elsewhere; removal procedures usually involve chemical coagulation of
one sort or another. Phosphates can now be fairly easily removed, but nitrates
prove more difficult or complete distillation is resorted to in order to remove
nutrients.
Lee (1972) made a surveyed the eutrophication-exesssive fertilization of
natural waters is becoming one of the most important causes of water quality
deterioration. The cultural activities of man greatly accelerate the transport of
phosphorus, nitrogen and other elements which may limit aquatic plant growth
in natural waters. These nutrients stimulate the growth of floating or suspended
algae, attached algae and macrophytes. Excessive growths of these aquatic
plants result in a significant deterioration in water quality for the use of the
water for domestic and industrial water supplies, irrigation and recreation.
Bayly and Willians (1973) published there are several human activities
that may have considerable impact upon the inland aquatic environment but
which do not involve direct physical alteration to inland waters. The principal
effect of land-clearing (deforestation), over-grazing by stock, certain sorts of
agricultural malpractices, burning-off, and uncontrolled fires is to change the
pattern of run-off on drainage basin and hence alter the nature of fluctuation in
10
lake levels and rivers and stream flows. Invariably the trend is for such
fluctuations to become more extreme.
The transference by man, accidental or otherwise, of many species of
aquatic biota from one water body to another is also a human activity that has
affected the nature of inland waters and their biota. Such transference had
occurred on a global scale. On the other hand, much transference has had
deleterious results for mankind. Irrespective of the advantages or disadvantages
to man their total impact upon inland waters and biota ranges from an
apparently insignificant one to one that is highly significant.
Anonymous, 1976; Foge, 1965; Goldman, 1966; Manchenthum, 1965;
Manchenthum and Ingram, 1966; MIddlebrooks, Maloney, Powers and Kaack
(1969); and Vollenweider, 1969 was carried out of factors thus for considered,
if light, temperature, basin morphology and residence time of water are
"normal", a sufficiently high flux of aquatic plant nutrients can create
eutrophication problems. Even if these other factors are not "normal", i.e., they
are operating to increase aquatic plant production. This production is still most
frequently controlled by the flux of chemical compounds that influence algal
growth. Although the nutritional requirements of algae and higher aquatic
plants are poorly understood, it is generally agreed that they all have large
requirements for carbon (C), nitrogen (N), hydrogen (H), oxygen (O), and
phosphorus (P) and need lesser amounts of many different trace elements. The
nutrient requirements of aquatic plants except for the need for potassium by
terrestrial plants. The fixation of potassium by clay minerals causes a
deficiency in soils, while in water there is generally sufficient potassium to
meet the needs of the aquatic plants. Aquatic plants are different in one
important respect from some terrestrial plants in that they can use either NO3-
or NH4+ in preference to NO3
-. Some algae will take up NH4+ in preference to
NO3-. Some of the blue green algae also have the ability to grow at a very low
NO3- and NH4
+ concentration. Orthophosphate (PO4) is the form of phosphorus
11
that is readily available for algal growth although it is possible that other forms
such as P-O-P and organic phosphorus may also be available to algae.
Nixon (1995) stated that eutrophication refers to an increase in the rate
of supply of organic matter to an ecosystem, which most commonly is related
to nutrient enrichment enhancing the primary production in the system
In 2001 the UNEP-IETC/ILEC published eutrophication is one of the
most widespread environmental problems of inland waters, and is their
unnatural environment with two plant nutrients, phosphorus and nitrogen. In
many lakes and reservoirs in the world plants growing in the surface during
spring and summer will die during autumn and sink to the bottom where they
decompose.
Eutrophication is a process by which a water body progresses from its
origin to its extinction. During this period, there is a gradual accumulation of
nutrients and organic biomass, accompanied by a decrease in average depth of
the water due to the sediment accumulation, and an increase in primary
productivity, usually in the form of dense algal blooms. Cultural eutrophication
occurs when humans, through there various activities, greatly accelerate this
process. Eutrophication can cause loss in species diversity, fish kills, and
decrease the aesthetic value of a water body (Das, 2003).
Moss (2004) made a survey that eutrophication poses a great threat to
the recreational potential of lakes due to the health effects associated with toxic
algal blooms. Increased nutrient loading can stimulate algal growth.
TDS (350 mg L-1 to 180 mg L-1) levels were found in Inle Lake. EC
ranged between 20 μs cm-1 to 50 μs cm-1. Alkality was between 100 ppm > 200
ppm. pH was 758 to 8.88. Nitreates ranged from mostly not detected to 2.52
ppm at Myaynigone village. Phosphates ranged 0.03 to 1.34 ppm. Arsenic
found in Tale-U stream in rainy season. Dissolved oxygen was from 4.2 to 8.2
mg L-1 depending on sampling water layer. COD ranged from 4 mg L-1 to
54 mg L-1 depending on sampling layer and site. Total coliform count ranged
12
from 918 MPN/100 mL to > 2400 MPN/100 mL and was much higher than
WHO standard (200 MPN/100 mL) for drinking water.
Turbidity, COD and total coliform count changed with reason. DO
slightly varied and low where dense algae growth occurred in some parts of the
lake. In addition, electrical conductivity, COD and total coliform count were
above the WHO standards for drinking water. Inle Lake is in the initial phase
of eutrophication.
TDS and COD and alkalinity; and temperature and coliform, turbidity
and conductivity have correlationships. Sedimentation was found to be the
greatest thread to Inle Lake (May, 2007).
2.3 Previous Inle Condition
The lake is in the great Limeston Zone of the Shan Plateau. An
enormous amount of peaty matter is always formed around the Inle Lake in
condition with silt deposition from the inflowing steams and chaungs.
Inle is a solution lake type with its basin hollowed out of limestone by
the dissolving action of water. No 'sink' exists in the lake. It might have been
over hundred mites long and several hundred feet deep. The decay of
vegetation rendered the waters acid which ate through limestone rocks leading
to drainage of the Inle Lake.
Fauna of the Inle is a very highly specialized one, isolated for a
considerable time and evolution has taken place rapidly. Inle fauna is
remarkably rich in fish and molluscs, abundant in species and individuals
including endemic forms. Most fish have large eyes but lack barbels. Lower
vertebrates are poorly represented. Crustaceans are scarce. Among insects,
Odenata, Diptera and Rhynchota occurred but beetles are scarce. The aquatic
and quasi-aquatic fauna of the Inle district as a whole was separated from the
common fauna of the Oriented Region at not an extremely remote period
(Annandale, 1918).
13
2.4 Recent Inle condition
Flora and fauna species are diverse and enriched. It is a nesting place of
globally endangered Sarus Crane (Grus antigone). It has nine endemic fish
species with Inle Carp (Cyprinus carpio Intha) is locally well know food
resource. Inle is not only designated as 190th World's Eco-region but also as the
freshwater biodiversity hotspot by the World Conservatoin Monitoring Center
(WCMC, 1998).
Hydrophonic agriculture, using floating islands of peat formed by
decayed grasses, reeds, marsh plants entangled with bog mosses and algae, is
practiced by local ethnic Intha people in Inle Lake which is now a major
tomato production area supplying the whole country.
Combining with domestic effluent and increased use of fertilizer in
floating gardens, sedimentation results in the increases of nutrient uploading in
the lake leading to eutrophication process in Inle Lake. The Inle was 23
kilometers (km) long and 11 meters (m) wide in 1967 is now shrunk 11 km
long and 5 km wide in 1996 (Myanmar EPA, 2001).
Chan, Davies, Sebastian, Htay, Aye, Aung, Thwin and Shwe (2001)
assessed the Inle Lake condition and reported 18 endemic fish species in the
lake. Ten species were non-endemics but 8 species were introduced or of
uncertain status. Conductivity was 260 – 410 μs cm-1, DO 1.7 - 10.3 mg L-1, pH
7.6 - 8.3.
Natural nitrates, phosphates were rich in floating gardens where super
phosphate fertilizer as well as insecticides and fungicides were also applied for
tomato production in Inle (Elliott and Win 1993).
14
CHAPTER 3 MATERIALS AND METHODS
3.1 Study area
Inle Lake, located on the Shan plateau in the Southern Shan State of east
Myanmar and in Thanlwin river basin, was the study area. The geopositional
coordinates are N 20˚39.573'; E96˚55.136' (Fig. 3.1).
3.2 Study sites
Study sites were chosen based on human settlement, agricultural
activity, entry of major inflow (sedimentation), nearess to motorboat pathway
(oil spill), and approximity to center of lake (stagnant water).
Six study sites at different locations, Kyezagone village (only human
settlement), Lethit village (only cultivated agricultural gardens or floating
farms or floating islands), Mwepwe village (on the motorboat pathway to
Phaungdaw Oo Pagoda), Kela village (mixed human settlement and floating
islands), Innle (center of lake), Namlit- chaung* (entry of major inflow) were
designated to collect the water samples (Fig. 3.2).
*Chaung = stream
3.3 Study period
This study was conducted from March 2006 to January 2007.
15
Fig. 3.1. Map of study area (Source: Geography Department, University of Yangon)
16
Fig.3.2. Six study sites of Inle Lake, (A) Kyezogone, (B) Lethit, (C) Mwepwe,
(D) Kela, (E) Centre of lake and (F) Namlit-chaung
17
3.4 Materials
3.4.1 Equipment, apparatus and test kits
Most water quality parameters were measured by water quality test kits,
water quality test meters, strips and test tubes. Water temperature (T°C),
electrical conductivity(EC), total dissolved solid (TDS) and pH were measured
by MODEL 370 pH/m V meter made in The EU. Hardness, chloride (Cl),
fluoride (F) and Nitrate (NO3-N) were measured by WATSAN WAGTECH
Photometer 5000 Sr. No 5 to 8 potable test kit made in The EU, with hardicol
reagent tablets No. 1 and 2; acidifying CD chloridol reagent tablets; fluoride
reagent tablets No. 1 and 2; nitratest tablets/ nitratest powder and nitricol
tablets respectively. Turbidity analysis was used to turbidity test tube. Arsenic
analysis was done by Arsenic analytical test strips with reagent 1 and 2 made
by Merck KGaA, 64271 Darmstadt, Germany. Phosphate analysis was done by
Spectrophotometer at Tharkayta freshwater Aquaculture Research Chemical
Laboratory. Dissolved oxygen (DO) was measured in the field by DO test kit
with reagents 1, 2, 3, 4 of Annawamon Co. Ltd., Tharkayta. Biochemical
oxygen demand (BOD) analysis was done by Winkler titration method at the
Tharkayta Chemical Lab. Water depths were measured by marked poles in
each study site.
3.5 Methods
Sampling frequency for eutrophication: 12 per year, including twice
monthly during the summer for lakes or reservoirs (Bartran and Ballance
1996).
3.5.1 Collection of water samples
Water samples were collected from selected study sites to one liter
plastic bottles with caps. The samples were taken monthly in wet and cool
seasons and twice a month in the hot season. Collected water samples were
18
sent immediately to the laboratories of UNDP, Integrated Community
Development Project (ICDP), Nyaung Shwe Township, Southern Shan State
for most of physicochemical analysis.
3.5.2 Physicochemical analysis of water samples
Most water parameters consisting pH, water temperature (T˚C),
turbidity, Hardness, electrical conductivity (EC), total dissolved solid (TDS),
arsenic (As), chloride (Cl), fluoride (F) and nitrate (NO3-N) were analyzed of
the laboratory of UNDP, ICDP, Nyaung Shwe Township (Plate 3.1 and 3.2).
Detection of phosphate (PO4-P) and biochemical oxygen demand (BOD)
in the water samples was carried out in the laboratory of Freshwater
Aquaculture Research Department, Tharkayta Township, Yangon. Water depth
and dissolved oxygen (DO) were tested immediately in the field.
3.6 Data analysis
Statistical analyses were made by coefficient of correlation (R2) and
regression equation (Y = a X + b), where ‘a’ is the slopping degree and ‘b’ is
the intersection point. All data were conducted using graphic presentation was
by Excel programme.
19
(A) Kyezaygone village (B) Lethit village
(C) Mwepwe village (D) Kela village
(E) Centre of the lake (F) Namlit chaung
Plate 3.1. Collection sites of water samples showing different conditions
20
(A) Collecting water sample (B) MODEL 270 Ph/m V meter
(C) WATSAN WAGTECH Photometer (D)Arsenic test kit
(E) Phosphate test kit (F) Dissolved oxygen test kit
Plate 3.2. Collection of water samples and meters and test-kits
21
CHAPTER 4 RESULTS
4.1. Physical Parameters
4.1.1 Water depth
Water depths of Inle Lake were found to be changing with seasons in six
study sites. The deepest area 480 cm is the centre of lake at October measuring,
and the shallowest area is found to be 150 cm at Mwepwe village in June.
Based on the study sites, the highest water depth of 420 cm was
recorded in Kyezagone village in October while the minimum water depth of
157.5 cm was detected in June. Similarly, the maximum water depths 447.5
cm in Lethit village was observed in October and minimum water depth was at
157.5 cm in June. The maximum water depth 337.5 cm was found in October
at Mwepwe village and minimum water depth 150 cm in June. In Kela village,
the maximum water depth 360 cm was found in September and October while
the minimum water depth was 230 cm in June. In the centre of the lake the
maximum water depth 480 cm was observed in October and the minimum
water depth 210 cm was found in June. The maximum depth 470 cm in
October was observed at Namlit-chaung and the minimum 140 cm in June.
According to season, in Inle Lake the shallowest levels of water depth
were found in April, May, June, July while the moderate levels of water depth
were found in January, February, March and the deepest levels of water depth
were found in August, September, October, November and December. In all
study sites, maximum water depths were recorded in wet season while the
minimum water depths were found at the end of hot season and beginning of
wet season (Table 4.1 and Fig. 4.1).
Table 4.1. Monthly water depth (cm) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 187.50 182.50 165.00 162.50 162.50 157.50 187.50 227.50 297.50 420.00 285.00 262.50 240.00 230.00
Lethit 172.50 170.00 177.50 212.50 165.00 157.50 170.00 210.00 300.00 447.50 290.00 257.50 240.00 230.00
Mwepwe 180.00 170.00 160.00 167.50 155.00 150.00 162.50 202.50 217.50 337.50 222.50 215.00 210.00 200.00
Kela 275.00 270.00 205.00 257.50 235.00 230.00 242.50 282.50 360.00 360.00 355.00 295.00 300.00 290.00
Centre of lake 302.50 297.50 257.50 255.00 222.50 210.00 227.50 267.50 420.00 480.00 432.50 362.50 375.00 365.00
Namlit 185.00 172.50 225.00 207.50 145.00 140.00 150.00 190.00 342.50 470.00 402.50 335.00 340.00 320.00
22
Fig. 4.1. Monthly variation of water depth (cm) in six study sites (March 2006 to February 2007)
23
0
100
200
300
400
500
600M
ar-0
6
Apr
I-06
Apr
II-
06
May
I-06
May
II-
06
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
Wat
er d
epth
(cm
)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
24
4.1.2 Electrical conductivity
The ability of water to conduct an electric current is known as
conductivity or specific conductance and depends on the concentration of ions
in solution (Bartram and Ballance, 1996). The WHO standard guideline value
of electrical conductivity is 1500 μs cm-1.
Electrical conductivity (EC) level of the water of Inle Lake was
observed to be in random fluctuation. Maximum level of 481 μs cm-1 in March
and the minimum level of 42 μs cm-1 in October were recorded in Inle lake
throughout the year.
In Kyezagone, the highest level of EC was 411 μs cm-1 in first half of
April and lowest level of EC was 70.2 μs cm-1 in November. In Lethit village,
the highest level of EC was 348 us cm-1 in March and lowest level of EC was
42 μs cm-1 in October. In Mwepwe village, the highest level of EC was 382 μs
cm-1 in first half of April and lowest level of EC was 44 μs cm-1 in October. In
Kela village, the highest level of EC was 400 μs cm-1 in March and lowest level
of EC was 76.4 μs cm-1 in November. In the center of the lake, the highest level
of EC was 280 μs cm-1 in December and lowest level of EC was 60 μs cm-1 in
first half of May and October. In Namlit-chaung, the highest level of EC was
481 μs cm-1 in March and lowest level of EC was 67.9 μs cm-1in November
(Table 4.2 and Fig. 4.2).
4.1.3 Total Dissolved Solids
Total dissolved solids (TDS) can be determined simply by filtering a
water sample and evaporating a known volume of filtrate to dryness at 103°C
(Bayly and Williams, 1973).
The concentration of total dissolved solid (TDS) in Kyezagone village
was observed to be high in first half of April in 247 mg L-1 and low in
Table 4.2. Monthly electrical conductivity values (μs cm-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 389.00 411.00 400.00 99.60 96.00 113.20 110.20 115.20 96.00 99.60 70.20 250.00 115.20 110.20
Lethit 348.00 328.00 331.00 84.80 89.70 109.40 90.50 100.40 89.70 42.00 66.30 320.00 100.40 90.50
Mwepwe 381.00 382.00 363.00 223.00 95.40 100.90 100.80 98.40 95.20 44.00 84.40 360.00 100.80 100.80
Kela 400.00 390.00 372.00 95.50 100.80 105.70 100.70 100.70 105.20 95.50 76.40 100.80 105.20 100.70
Centre of lake 234.00 231.00 223.00 60.00 61.80 64.80 69.60 68.80 61.80 60.00 81.50 280.00 69.60 69.60
Namlit 481.00 286.00 311.00 82.60 75.30 71.20 76.20 90.50 75.30 314.00 67.90 320.00 95.50 76.20
WHO standard guide line value of EC = 1500 μs cm-1
25
Fig. 4.2. Monthly variation of electrical conductivity (mg L -1) in six study sites (March 2006 to February 2007)
26
0
200
400
600M
ar-0
6
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
EC
(μs c
m-1
)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
27
42.2 mg L-1 in November. In Lethit village the highest level of TDS was 209 mg L-1 in March and the lowest level of TDS was 25 mg L-1 in October. In Mwepwe village the highest level of TDS was 229 mg L-1 in first half of April and the lowest level of TDS was 27 mg L-1 in October. In Kela village the highest level of TDS was 240 mg L-1 in March and the lowest level of TDS was 49.5 mg L-1 in November. In the center of lake the highest level of TDS was 140.9 mg L-1 in March and the lowest level of TDS was 36 mg L-1 in first half of May and October. In Namlit-chaung the highest level of TDS was 289 mg L-1 in March and the lowest level of TDS was 40.7 mg L-1 in November.
The highest levels of TDS in all study sites were found in hot season and the lowest levels of TDS in all study sites were found in cool season. In all study sites the highest level was 289 mg L-1 in March at Namlit-chaung and the lowest level was 25 mg L-1 in Lethit village in October (Table 4.3 and Fig. 4.3).
4.1.4 Turbidity
Turbidity is an expression of light penetration through water. The most reliable method of determination uses nephelometry (light scattering by suspended particles) by means of a turbidity meter which gives values in Nephelometric Turbidity Units (NTU) (Chapman, 1992).
In Inle Lake turbidity level was no more than 5 NTU in all six study sites. The WHO standard was 5 NTU.
4.1.5 Hardness
The hardness of natural water depends mainly on the presence of dissolved calcium and magnesium salts. The total content of these salts is known as general hardness, which can be further divided into carbonate hardness (determined by concentration of calcium and magnesium hydrocarbonates), and non-carbonate hardness (determined by calcium and magnesium salts of strong acids). Hydrocarbonates are transformed during the
Table 4.3. Monthly Total Dissolved Solids (mg L-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 234.00 247.00 240.00 59.70 57.60 67.90 67.50 60.50 57.60 59.70 42.20 67.50 67.50 67.60
Lethit 209.00 196.80 198.70 50.90 53.90 65.60 66.50 53.90 53.90 25.00 39.70 200.00 66.50 66.50
Mwepwe 228.00 229.00 218.00 59.00 57.20 60.60 60.20 59.50 60.60 27.00 50.60 60.20 59.50 60.00
Kela 240.00 234.00 223.00 57.30 60.50 63.50 61.50 65.10 63.50 57.30 45.90 60.50 61.50 61.50
Centre of lake 140.90 138.70 133.90 36.00 37.10 38.80 40.10 39.80 38.80 36.00 49.40 40.10 39.80 40.00
Namlit 289.00 171.60 186.10 49.60 45.20 42.70 48.60 50.50 42.70 188.00 40.70 48.60 50.50 48.80
WHO standard guide line value of TDS = 1000 mg L-1
28
Fig. 4.3. Monthly variation of total dissolved solid (mg L -1) in six study sites (March 2006 to February 2007)
29
0
100
200
300
400M
ar-0
6
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
TD
S (m
g L
-1)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
30
boiling of water into carbonates, which usually precipitate. Therefore,
carbonate hardness is also known as temporary or removed, whereas the
hardness remaining in the water after boiling is called constant (Chapman,
1992).
The hardness of the water of Inle Lake was observed to be in random
fluctuation. The highest level of hardness 210 mg L-1 were found in the second
half of April and December in Kyezagone village and first half of April in Kela
village. The lowest level 44 mg L-1 was found at Lethit village in October.
Based on the study sites, the highest level 210 mg L-1 was recorded in
the second half of April and December while the lowest level 130 mg L-1 in
November at Kyezagone village. At Lethit village the highest level 195 mg L-1
was found in June and February and the lowest level 44 mg L-1 in October. In
Mwepwe village the highest level 185 mg L-1 was found in first half of May
and the lowest level 48 mg L-1 in October. At Kela village the highest level 210
mg L-1 was found in first half of April and the lowest level 115 mg L-1 in
November. In the centre of the lake, the highest level 155 mg L-1 was found in
July, January and February and the lowest level 90 mg L-1 in second half of
April and December. In Namlit-chaung the highest level 195 mg L-1 was found
in October and the lowest level 90 mg L-1 in July (Table 4.4 and Fig. 4.4).
4.1.6 Water temperature
Water is a very poor conductor of heat. Heat circulation of water is
usually done by convection: warmer water moves upwards and cooler water
moves downwards. Temperature plays an important role in the aquatic
environment in that certain organisms, including fish, are sensitive to water
temperatures (Chan, 1999).
In Inle Lake, the lowest temperature 17.9˚C was found at Lethit village
in November, and the highest temperature 28.6˚C at Mwepwe village and
centre of lake in February and August, and second half of May respectively.
Table 4.4. Monthly hardness (mg L-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 175.00 155.00 210.00 165.00 195.00 145.00 155.00 175.00 145.00 165.00 130.00 210.00 145.00 175.00
Lethit 165.00 130.00 155.00 137.00 155.00 195.00 185.00 155.00 195.00 44.00 95.00 165.00 185.00 195.00
Mwepwe 137.00 185.00 155.00 155.00 155.00 155.00 102.00 165.00 102.00 48.00 155.00 108.00 102.00 102.00
Kela 145.00 210.00 165.00 165.00 165.00 155.00 165.00 165.00 155.00 165.00 115.00 155.00 165.00 165.00
Centre of lake 95.00 108.00 90.00 108.00 95.00 95.00 155.00 102.00 95.00 108.00 145.00 90.00 155.00 155.00
Namlit 155.00 137.00 122.00 137.00 130.00 95.00 90.00 95.00 95.00 195.00 115.00 140.00 95.00 95.00
WHO standard guide line value of hardness = 500 mg L-1
31
Fig. 4.4. Monthly variation of hardness (mg L-1) in six study sites (March 2006 to February 2007)
32
0
50
100
150
200
250
Mar
-06
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
Har
dnes
s (m
g L
-1)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
33
According to study sites, the highest water temperature 28˚C at
Kyezagone village was found in second half of May, August, December and
February while the lowest water temperature 19.9˚C was found in November.
The highest water temperature 28˚C at Lethit village was found in March while
the lowest water temperature 17.9˚C was found in November. The highest
water temperature 28.6˚C at Mwepwe village was found in February while the
lowest water temperature 19.3˚C was found in November. The highest water
temperature 28.1˚C at Kela village was found in August, September and
February while the lowest water temperature 18.1˚C was found in November.
The highest water temperature 28.6˚C in the centre of lake was found in second
half of May while the lowest water temperature 18.3˚C was found in
November. The highest water temperature 28˚C in Namlit-chaung was found in
March and October while the lowest water temperature 18.2˚C was found in
November.
In Inle Lake the annual water temperature ranged from 15˚C to 29˚C.
Overall results showed that the lowest water temperature among the six study
sites was found in November. The highest water temperatures were randomly
fluctuating in the lake throughout the year (Table 4.5 and Fig. 4.5).
4.2 Chemical Parameters
The chemical parameters include levels of arsenic (As), chloride (-Cl),
fluoride (-F), pH, dissolved oxygen (DO), and biochemical oxygen demand
(BOD).
4.2.1 Arsenic
Arsenic is able to accumulate in large quantities in the sediments on the
bed of water courses and reservoirs, and in aquatic organisms (Svobodovaet al.,
1993).
Arsenic was not detected in all study sites throughout the study period.
Table 4.5. Monthly water temperature (°C) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 27.80 27.30 23.70 24.80 28.00 27.20 27.20 28.00 27.20 24.80 19.90 28.00 27.20 28.00
Lethit 28.00 26.80 23.90 24.60 27.30 27.20 27.30 26.10 27.30 21.40 17.90 23.30 27.30 26.10
Mwepwe 27.80 26.50 23.50 24.20 28.40 27.60 27.30 28.60 27.60 22.50 19.30 24.20 27.60 28.60
Kela 27.70 25.70 23.70 24.70 28.00 27.10 28.00 28.10 28.10 24.70 18.10 26.00 28.10 28.10
Centre of lake 27.50 25.20 23.50 24.70 28.60 27.40 27.40 28.40 28.40 28.00 18.30 24.80 28.40 28.40
Namlit 28.00 24.70 23.30 24.70 20.50 27.40 27.60 27.40 27.60 28.00 18.20 23.30 27.60 27.60
WHO standard guide line value of water temperature = 0°C - 30°C
34
Fig. 4.5. Monthly variation of temperature (�C) in six study sites (March 2006 to February 2007)
35
0
5
10
15
20
25
30
35M
ar-0
6
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
Tem
pera
ture
(°C
)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
36
4.2.2 Chloride
Chlorine is an interesting atmospheric pollutant. Active chlorine is very
toxic to fish. Active chlorine may affect the specific parts of the fish (eg. the
skin and gills) of the whole body (i.e. when chlorine is absorbed into the blood)
(Svobodova et al., 1993). Most chlorines occur as chloride (Cl-) in solution.
Chlorides occur in all natural water in widely varying concentration. Human
excreta, particularly in the urine, contain chlorides consumed with food and
water. This amount averages about 6 g of chloride per person per day increases
the amount of Cl- in sewage about 15 mg L-1 above that of the carriage water.
Thus sewage effluents and considerable chlorides to receiving streams. Many
industrial waters contained appreciable amounts of chlorides (Environmental
Engineering Laboratory, Department of Civil Engineering, Yangon Institute of
Technology).
Chloride level of the water of Inle Lake was observed to be randomly
fluctuated. In Kyezagone village, the highest level of chloride was 260
mg L-1 in first half of May and October. The lowest level was 16 mg L-1 in June
and September. At Lethit, the highest level of chloride was 205 mg L-1 in June
and lowest level 10 mg L-1 in November. At Mwepwe village, the highest level
was 82 mg L-1 in October and lowest level was 0 mg L-1 in first half of April.
At Kela village the highest level was 106 mg L-1 in November and lowest level
was 0 mg L-1 in first half of May and October. In the center of lake the highest
level was 80 mg L-1 in October and lowest level was 25 mg L-1 December. In
Namlit-chaung the highest level was 36 mg L-1 November and the lowest level
was 7 mg L-1 in the second half of May. In all six study sites the highest level
of chlorides was 260 mg L-1 and lowest level was 0 mg L-1 (Table 4.6 and
Fig. 4.6).
4.2.3 Fluoride
Fluoride is used in certain industrial process and consequently occurs in
the resulting waste waters. Significant industrial sources of fluoride are the
Table 4.6. Monthly chlorides (mg L-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 26.00 60.00 28.00 260.00 30.00 16.00 22.00 25.00 16.00 260.00 85.00 27.00 25.00 25.00
Lethit 26.00 32.00 22.00 36.00 115.00 205.00 118.00 115.00 115.00 95.00 10.00 200.00 118.00 118.00
Mwepwe 32.00 0.00 7.00 45.00 23.00 28.00 27.00 27.00 23.00 82.00 7.00 70.00 27.00 27.00
Kela 28.00 35.50 58.00 0.00 25.00 16.00 27.00 22.00 16.00 0.00 106.00 20.00 27.00 27.00
Centre of lake 44.00 27.00 41.00 30.00 76.00 44.00 70.00 76.00 76.00 80.00 36.00 25.00 76.00 76.00
Namlit 30.00 16.00 27.00 23.00 7.00 25.00 25.00 25.00 27.00 72.00 36.00 22.00 25.00 27.00
WHO standard guide line value of chlorides = 200 - 600 mg L-1
37
Fig. 4.6. Monthly variation of chloride (mg L-1) in six study sites (March 2006 to February 2007)
38
0
50
100
150
200
250
300
Mar
-06
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
Chl
orid
es (
mg
L-1
)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
39
production of coke, glass and ceramics, electronics, steel and aluminium
processing, pesticides and fertilizers, and electroplating operations. Waste
levels may range from several hundred to several thousand milligrams per litre
in untreated waste water. It is worthy of note that conventional treatment (lime)
seldom reduces fluoride concentration below 8 to 15 mg L-1 without dilution
(Bartram and Ballance 1996).
The content of fluoride in Inle Lake was different from place to place.
The maximum content of fluoride at Kyezagone village was 1.15 mg L-1 in
February and minimum was 0.25 mg L-1 in December. The maximum value at
Lethit village was 0.85 mg L-1 in February and minimum value was 0.25
mg L-1 in October. The maximum value at Mwepwe village was 1.15 mg L-1 in
March and minimum value of fluoride was 0 mg L-1 in first half of April. The
maximum value at Kela village was 0.95 mg L-1 in February and minimum
value was 0.2 mg L-1 in March. The maximum value in the centre of lake was
0.95 mg L-1 in November and minimum value was 0.2 mg L-1 in February. The
maximum value in Namlit-chaung was 0.85 mg L-1 in March and minimum
value was 0.1 mg L-1 in October (Table 4.7 and Fig. 4.7).
4.2.4 Water pH
The pH is a measure of the acid balance of a solution and is defined as
the negative of the logarithm to the base 10 of the hydrogen ion concentration.
The pH scale runs from 0 - 14 (i.e. very acidic to very alkaline), with pH 7
representing a neutral condition (Chapman, 1992).
At Kyezagone village the maximum value of pH 8 was observed in
September and December while the minimum value of pH 7.14 was detected in
March and first half of April. Similarly, the maximum value of pH 7.88 at
Lethit village was found in July and minimum value of pH was 6.64 in
October. The maximum value of pH 7.91 at Mwepwe village was observed in
second half of May and December and minimum value of pH was 6.8 in
October. The maximum value of pH 8 at Kela village was examined in January
Table 4.7. Monthly fluoride (mg L-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 0.95 0.70 0.70 0.60 0.30 0.40 0.30 0.40 0.30 0.60 0.50 0.25 0.30 1.15
Lethit 0.60 0.65 0.75 0.40 0.40 0.75 0.40 0.75 0.40 0.25 0.60 0.30 0.75 0.85
Mwepwe 1.15 0.00 0.40 0.50 0.20 0.50 0.50 0.50 0.20 0.22 0.55 0.50 0.50 0.55
Kela 0.20 0.55 0.35 0.55 0.35 0.50 0.25 0.60 0.50 0.55 0.70 0.50 0.25 0.95
Centre of lake 0.55 0.35 0.40 0.60 0.30 0.75 0.65 0.75 0.75 0.60 0.95 0.65 0.75 0.20
Namlit 0.85 0.55 0.80 0.35 0.35 0.80 0.35 0.60 0.17 0.10 0.60 0.65 0.80 0.80
WHO standard guide line value of fluoride = 1.5 mg L-1
40
Fig. 4.7. Monthly variation of fluoride (mg L-1) in six study sites (March 2006 to February 2007)
41
0
0.2
0.4
0.6
0.8
1
1.2
1.4
Mar
-06
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
Fluo
ride
(mg
L-1
)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
42
and minimum value of pH was 7 in October. The maximum value of pH 8.92
in the centre of lake occurred in June and minimum value of pH was 7 in
October. The maximum value of pH 8.13 in Namlit-chaung was noted in
August and minimum value of pH was 6.54 in March. In all six study sites the
minimum value of pH was found in October (Table 4.8 and Fig. 4.8).
4.2.5 Dissolved Oxygen
Dissolved oxygen (DO) is necessary for the life of fish and other aquatic
organisms. The DO concentration may also be associated with corrosivity of
water, photosynthetic activity and septicity. The oxygen content of surface
water is usually high because of the solution of gas from the atmosphere
(Chapman, 1992).
The maximum concentration level of dissolved oxygen (DO) was 19.5
mg L-1 and minimum concentration level was 2 mg L-1 among six study sites.
At Kyezagone village, the maximum level of DO was 7.75 mg L-1in second
half of May and minimum level of DO was 2 mg L-1 in October. At Lethit
village the maximum level of DO was 12.75 mg L-1 in second half of May and
minimum concentration of DO was 2.25 mg L-1 in December. At Mwepwe
village the maximum level of DO was 12 mg L-1 in second half of May and
minimum level of DO was 2.5 mg L-1 in November. At Kela village the
maximum level of DO was 5.57 mg L-1 in second half of May and minimum
level of DO was 2.75 mg L-1 in August and December. In the center of the lake
the maximum level of DO was 19.5 mg L-1 in September and minimum level of
DO was 3 mg L-1 in second half of April. In all study sites, maximum levels
were recorded in the dry season especially in May while the minimum levels
were found random fluctuation during the rest of the year (Table 4.9 and
Fig. 4.9).
Table 4.8. Monthly pH values at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 7.14 7.14 7.37 7.31 7.35 7.49 7.50 7.50 8.00 7.31 7.54 8.00 7.31 7.63
Lethit 7.70 7.71 7.66 7.33 7.70 7.86 7.88 7.80 7.00 6.64 6.72 7.00 7.50 7.38
Mwepwe 7.52 7.10 7.68 7.63 7.91 7.81 7.71 7.80 7.50 6.80 7.00 7.91 7.66 7.63
Kela 7.23 7.13 7.38 7.35 7.54 7.53 7.50 7.60 7.40 7.00 7.16 7.50 8.00 7.70
Centre of lake 8.16 7.80 8.00 8.38 8.62 8.92 8.62 8.40 8.00 7.00 7.62 8.52 8.38 8.55
Namlit 6.54 7.85 7.10 7.60 8.00 8.00 8.00 8.13 8.00 7.04 7.86 8.00 7.37 8.00
WHO standard guide line value of pH value = 6.5 - 9.5
43
Fig. 4.8. Monthly variation of water pH values in six study sites (March 2006 to February 2007)
44
0
1
2
3
4
5
6
7
8
9
10
Mar
-06
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
pH v
alue
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
Table 4.9. Monthly dissolved oxygen (DO) (mg L-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 3.50 3.50 2.50 4.00 7.75 4.00 3.00 4.00 2.75 2.00 4.25 3.25 2.50 3.75
Lethit 3.50 3.50 3.50 4.00 12.75 11.25 6.00 5.25 7.50 5.50 2.50 2.25 5.25 3.50
Mwepwe 3.20 3.50 3.00 4.50 12.00 7.00 8.00 3.50 4.25 3.50 2.50 3.00 7.00 3.00
Kela 3.00 3.20 3.50 3.50 5.57 4.25 4.00 2.75 3.00 3.50 3.00 2.75 3.00 4.00
Centre of lake 3.50 3.00 3.00 3.50 14.55 11.25 7.00 10.00 11.50 10.50 6.75 6.75 7.00 8.00
Namlit 3.20 3.50 3.00 4.00 15.25 10.25 9.50 16.75 19.50 7.00 11.75 10.25 11.00 8.50
WHO standard guide line value of DO = 4.0 mg L-1
45
Fig. 4.9. Monthly variation of dissolved oxygen (mg L-1) in six study sites (March 2006 to February 2007)
46
0
5
10
15
20
25
Mar
-06
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
DO
(mg
L-1
)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
47
4.2.6 Biochemical Oxygen Demand
Biochemical oxygen demand (BOD) can be defined as the quantity of
oxygen utilised by a mixed population of micro-organisms in the aerobic
oxidation at temperature of 20°C and incubation period of 5 days
(Environmental Engineering Laboratory, Department of Civil Engineering,
Yangon Institute of Technology).
The maximum level 3 mg L-1 of biochemical oxygen demand (BOD) in
February at Namlit-chaung and minimum level 0.25 mg L-1 in December at
Lethit village were observed in Inle Lake.
At Kyezagone village, maximum level was 2.5 mg L-1 in December and
minimum level was 0.5 mg L-1 in June and July. At Lethit village, maximum
level was 2.5 mg L-1 in second half of April and minimum level was 0.25 mg
L-1 in December. At Mwepwe village, maximum level was 2.5 mg L-1 in March
and minimum level was 0.95 mg L-1 in November. At Kela village maximum
level was 2 mg L-1 in March and December while the minimum level was
observed at 0.5 mg L-1 in June and July. In the center of the lake maximum
level was found to be 2.5 mg L-1 in December and minimum level was 1 mg L-1
in April, May, August, October and November respectively. In Namlit-chaung
maximum level was 3 mg L-1 in February and minimum level was 0.5 mg L-1 in
November (Table 4.10 and Fig. 4.10)
Table 4.10. Monthly biochemical oxygen demand (BOD) (mg L-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 2.00 1.20 1.20 1.50 1.20 0.50 0.50 1.00 1.00 1.20 2.00 2.50 1.50 1.50
Lethit 2.20 1.80 2.50 1.50 1.50 2.00 1.00 0.50 1.50 1.50 1.05 0.25 1.00 1.00
Mwepwe 2.50 1.80 1.50 1.00 1.00 1.50 1.50 1.00 1.00 1.30 0.95 1.50 1.50 1.00
Kela 2.00 1.50 1.20 1.00 1.00 0.50 0.50 1.50 1.50 1.20 1.00 2.00 1.00 1.00
Centre of lake 2.00 1.20 1.00 1.00 1.00 1.50 1.50 1.00 1.20 1.00 1.00 2.50 2.00 1.40
Namlit 2.20 1.50 2.00 1.20 1.50 1.00 1.00 0.80 1.00 1.00 0.50 1.50 2.00 3.00
WHO standard guide line value of BOD = 3.0 mg L-1
48
Fig. 4.10. Monthly variation of biochemical oxygen demand (mg L-1) in six study sites (March 2006 to February 2007)
49
0
0.5
1
1.5
2
2.5
3
3.5M
ar-0
6
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
BO
D (m
g L
-1)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
50
4.3 Nutrient pollutants
The two nutrient pollutants of nitrates and phosphates were detected in
Inle lake water samples.
4.3.1 Nitrate-nitrogen (NO3-N)
Nitrates, the most highly oxidised form of nitrogen compounds, are
commonly present in surface and ground waters, because it is the end product
of the aerobic decomposition of organic nitrogenous matter. Significant sources
of nitrate are chemical fertilizers from cultivated land drainage from livestock
feedlots, as well as domestic and some industrial waters.
The concentration of nitrate nitrogen was in random fluctuation in all six
study sites. The maximum level 0.85 mg L-1 was found at Lethit village in
December and in the centre of the lake in August, January and February. The
minimum level was 0.01 mg L-1 at Kyezagone village in first half of April.
At Kyezagone village the maximum level was 0.55 mg L-1 in first half
of May and the minimum level was 0.01 mg L-1 in first half of April. At Lethit
village the maximum level was 0.85 mg L-1 in December and the minimum
level was 0.23 mg L-1 in first half of April. At Mwepwe village, the maximum
level was 0.60 mg L-1 in August and the minimum level was 0.03 mg L-1 in
first half of April. At Kela village the maximum level was 0.80 mg L-1 in
August and the minimum level was recorded 0.03 mg L-1 at March. In centre of
lake the maximum levels were 0.85 mg L-1 in August, January and February,
and in minimum levels were recorded 0.12 mg L-1 at first half of May and
October. In Namlit-chaung the maximum level was 0.50 mg L-1 in March and
August, and the minimum level was 0.03 mg L-1 in the second half of May
(Table 4.11 and Fig. 4.11).
Table 4.11. Monthly nitrates (mg L-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 0.35 0.01 0.20 0.55 0.08 0.15 0.20 0.60 0.15 0.06 0.08 0.12 0.12 0.08
Lethit 0.26 0.23 0.27 0.28 0.47 0.31 0.47 0.75 0.31 0.27 0.38 0.85 0.75 0.38
Mwepwe 0.08 0.03 0.22 0.32 0.05 0.06 0.20 0.60 0.51 0.24 0.04 0.47 0.05 0.04
Kela 0.03 0.03 0.21 0.07 0.11 0.35 0.12 0.80 0.35 0.07 0.18 0.11 0.47 0.18
Centre of lake 0.32 0.28 0.31 0.12 0.17 0.17 0.20 0.85 0.17 0.12 0.43 0.37 0.85 0.85
Namlit 0.50 0.38 0.28 0.09 0.03 0.17 0.37 0.50 0.17 0.13 0.04 0.2 0.39 0.39
WHO standard guide line value of nitrates = 0.2 mg L-1
51
Fig. 4.11. Monthly variation of nitrate (mg L-1) in sample water of six study sites (March 2006 to February 2007)
52
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
Mar
-06
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
Nitr
ates
(mg
L-1)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
53
4.3.2 Phosphate
In natural waters and waste waters, phosphorous occurs mostly as
dissolved orthophosphates and polyphosphates, and organically bound
phosphates (Chapman, 1992). Phosphorous is a constituent of a number of
classes of biologically important organic compounds including phospholipids,
nucleoproteins, sugar phosphates, DNA, ATP and ADP. In addition, inorganic
phosphate appears to act as an activator of some enzyme systems (Bayly and
Williams 1973).
Among the six study sites, the highest level of phosphate was 1 mg L-1
at Kela village in the second half of April and September and in the centre of
the lake in October. The lowest level in all six study sites was 0 mg L-1.
At Kyezagone village the highest level was 0.5 mg L-1 in the second half
of April, August, September and November while the lowest level of 0 mg L-1
was observed in first half of May, July, December, January and February. At
Lethit village, the highest level of 0.5 mg L-1 was observed in the second half
of April, September and October while the lowest level of 0 mg L-1 was
observed in May, July, August, December, January and February. At Mwepwe
village the highest level was 0.5 mg L-1 in the second half of April, August and
September while the lowest level was 0 mg L-1 in May, June, July, December,
January and February. At Kela village, the highest level was 1 mg L-1 in the
second half of April and September while the lowest level was 0 mg L-1 in
June, December, January and February. In the centre of the lake the highest
level was 1 mg L-1 in October while the lowest level was 0 mg L-1 in May,
June, July, August, December, January and February respectively. In Namlit-
chaung the highest level was 0.5 mg L-1 in the second half of April, September
and November while the lowest level was 0 mg L-1 in May, June, July, August,
October, December, January and February respectively (Table 4.12,
Fig. 4.12, Plate 4.1 and 4.2).
Table 4.12. Monthly phosphates (mg L-1) at different water sampling sites during study period
Study site
2006 2007
Mar Apr I Apr II May I May II Jun Jul Aug Sep Oct Nov Dec Jan Feb
Kyezagone 0.10 0.15 0.50 0.00 0.01 0.10 0.00 0.50 0.50 0.10 0.50 0 0 0
Lethit 0.15 0.12 0.50 0.00 0.00 0.10 0.00 0.00 0.50 0.50 0.40 0 0 0
Mwepwe o.15 0.11 0.50 0.00 0.00 0.00 0.00 0.50 0.50 0.10 0.40 0 0 0
Kela 0.12 0.10 1.00 0.01 0.02 0.00 0.10 0.50 1.00 0.10 0.80 0 0 0
Centre of lake 0.12 0.12 0.50 0.00 0.00 0.00 0.00 0.00 0.50 1.00 0.50 0 0 0
Namlit 0.12 0.15 0.50 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.50 0 0 0
WHO standard guide line value of phosphates = 0.005 - 0.020 mg L-1
54
Fig. 4.12. Monthly variation of phosphate compound (mg L-1) in six study sites (March 2006 to February 2007)
55
0
0.5
1
1.5
Mar
-06
Apr
I-06
Apr
II-0
6
May
I-06
May
II-0
6
Jun-
06
Jul-0
6
Aug
-06
Sep-
06
Oct
-06
Nov
-06
Dec
-06
Jan-
07
Feb-
07
Phos
phat
es(m
g L
-1)
Year
Kyezagone Lethit Mwepwe Kela Centre of lake Namlit
56
(A) Fertilizer bags in tomato farm (B) Pesticides
(C) Spray fertilizer (folia) selling shop (D) Application of pesticides
(E) Domestic waste at Kela village(F) Human sewage disposed into the lake
Plate 4.1. Sources of nutrients and pollutants
57
(A) Algal bloom (B) Floating aquatic plant
(C) Mat of floating plants (D) Submerged algae
(E) Submerged aquatic plant (F) Decay of aquatic plant Plate 4.2. Different types of bloom of floating and submerged plants that
affect on the water quality of Inle lake
58
4.4 Correlation among water parameters in Inle lake
4.4.1 Physical parameters and water pH
Physical parameters of water temperature, hardness, total
dissolved solid and water pH were correlated with each others (Fig. 4.13 A, B,
and C).
Water temperature and pH value were positively correlated with the
correlation coefficient of R2 = 0.0683 and least squares regression of Y =
1.5872 X + 13.727 that indicates the two parameters were slightly correlated
(Table 4.13 and Fig. 4.13 A ).
Hardness and pH value were negatively correlated with the correlation
coefficient of R2 = 0.0407 and least squares regression of Y = -15.628 X +
260.6 that indicates the two parameters were highly correlated (Table 4.13 and
Fig. 4.13 B).
Total dissolved solids and pH values were negatively correlated with the
correlation coefficient of R2 = 0.1043 and least squares regression of Y = -
48.411 X + 459.56 that indicates the TDS and pH were significantly correlated
(Table 4.13 and Fig. 4.13 C).
4.4.2 Physical parameters and DO
Physical parameters of water temperature, hardness, total dissolved solid
and DO were correlated with each other (Table 4.13 and Fig. 4.14 A, B and C).
Water temperature and DO were positively correlated with the correlation
coefficient of R2 = 0.0295 and least squares regression of Y = 0.1308 X +
25.085 that indicates the two parameters were slightly correlated (Table 4.13
and Fig. 4.14 A).
Hardness and DO were negatively correlated with the correlation
coefficient of R2 = 0.1529 and least squares regression of Y = -3.1058 X +
159.24 that indicates high correlation (Table 4.13 and Fig. 4.14 B).
59
Table 4.13. Values of Coefficient of correlation and regression equation
Correlation between two parameters
R2 Y = ax + b
T°C and pH 0.0683 1.5872 x + 13.727
Hardness and pH 0.0407 -15.628 x + 260.6
TDS and pH 0.1043 -48.411 x + 459.56
T°C and DO 0.0295 0.1308 x + 25.083
Hardness and DO 0.1022 -3.1058 x + 159.24
TDS and DO 0.1529 -7.3437 x + 132.48
T°C and BOD 0.003 0.2596 x + 25.468
Hardness and BOD 0.001 1.8797 x + 138.69
TDS and BOD 0.08 33.158 x + 43.056
T°C and F 0.0001 0.0013 x + 25.782
Hardness and F 0.1981 -0.6647 x + 169.61
TDS and F 0.3541 -0.5844 x + 115.03
T°C and Cl 0.0019 0.0225 x + 25.96
Hardness and Cl 0.0202 0.1009 x + 136.28
TDS and Cl 0.012 -0.1503 x + 97.752
pH and EC 0.0488 -0.0009 x + 7.7696
DO and EC 0.138 0.0117 x + 7.6331
BOD and EC 0.1986 0.002 x + 1.0593
Cl and EC 0.0193 -0.0596 x + 59.899
NO3 and EC 0.007 -0.0002 x + 0.3043
F and EC 0.0065 0.0002 x + 0.4998
T°C and NO3 0.0249 2.0294 x + 25.27
TDS and NO3 0.0108 -32.961 x + 99.369
60
(A) Water temperature and pH
(B) Hardness and pH
(C) Total dissolved solid and pH
Fig. 4.13. Correlation between physical parameters and water pH
in Inle lake
y = -48.411x + 459.56
R2 = 0.1043
0
50
100
150
200
250
300
350
5 6 7 8 9 10pH value
TDS
(mg
L-1)
y = -15.628x + 260.6 R2= 0.0407
0
50
100
150
200
250
5 6 7 8 9 10pH value
Har
dnes
s (m
g L-1
)
y = 1.5872x + 13.727 R2 = 0.0683
15
20
25
30
5 6 7 8 9 10
pH value
Tem
pera
ture
(°C
)
61
(A) Water temperature and DO
(B) Hardness and DO
(C) Total dissolved solid and DO
Fig. 4.14. Correlation between physical parameters and dissolved oxygen (DO)
in Inle lake
y = -7.3437x + 132.48 R2= 0.1529
0
50
100
150
200
250
300
350
0 5 10 15 20 25
DO (mg L-1)
TDS
(mg
L-1)
1
y = -3.1058x + 159.24 R2 = 0.1022
0
50
100
150
200
250
0 5 10 15 20 25
DO (mg L-1)
Har
dnes
s (m
g L-1
)
y = 0.1308x + 25.083R2 = 0.0295
10
20
30
40
50
0 5 10 15 20 25
DO (mg L-1)
Tem
pera
ture
(°C
)
62
Total dissolved solids and DO were negatively correlated with the
correlation coefficient of R2 = 0.1529 and least squares regression of Y = -
7.3437 X + 132.48 that indicates the two parameters were significantly
correlated in each parameter (Table 4.13 and Fig. 4.14 C).
4.4.3 Physical parameters and BOD
Physical parameters of water temperature, hardness, total dissolved solid
and BOD were correlated with each other (Table 4.13 and Fig. 4.15 A, B, C).
Water temperature and BOD were positively correlated with the correlation
coefficient of R2 = 0.003 and least squares regression of Y = 0.2596 X + 25.468
that indicates slight correlation (Table 4.13 and Fig. 4.15 A). Hardness and
BOD were positively correlated with the correlation coefficient of R2 = 0.001
and least squares regression of Y = 1.8797 X + 138.69 that indicates they were
slightly correlated (Table 4.13 and Fig. 4.15 B). Total dissolved solids and
BOD were negatively correlated with the correlation coefficient of R2 = 0.08
and least squares regression of Y = 33.158 X + 43.056 that indicates the two
parameters were significantly correlated (Table 4.13 and Fig. 4.15 C).
4.4.4 Physical parameters and fluoride ion concentration
Physical parameters of water temperature, hardness, total dissolved solid
and BOD were correlated with each other (Fig. 4.16 A, B and C).
Water temperature and fluoride were positively correlated with the
correlation coefficient of R2 = 0.0001 and least squares regression of Y =
0.0013 X + 25.782 that indicates slight correlation (Table 4.13 and Fig. 4.16
A).
Hardness and fluoride were negatively correlated with the correlation
coefficient of R2 = 0.1981 and least squares regression of Y = -0.6647 X +
169.61 that indicates the two parameters were slightly correlated in each
parameter (Table 4.13 and Fig. 4.16 B).
63
(A) Water temperature and BOD
(B) Hardness and BOD
(C) Total dissolved solid and BOD
Fig. 4.15. Correlation between physical parameters and biochemical oxygen
demand (BOD) in Inle lake
y = 33.158x + 43.056 R2 = 0.08
0
50
100
150
200
250
300
350
0 1 2 3 4 5
BOD (mg L-1)
TDS
(mg
L-1)
y = 1.8797x + 138.69 R2 = 0.001
0
50
100
150
200
250
0 1 2 3 4 5
BOD (mg L-1)
Har
dnes
s (m
g L-1
)
y = 0.2596x + 25.468R2 = 0.003
0
5
10
15
20
25
30
35
0 1 2 3 4 5
BOD (mg L-1)
Tem
pera
ture
(°C
)
64
(A) Water temperature and fluoride ion concentration
(B) Hardness and fluoride ion concentration
(C) Total dissolved solid and fluoride ion concentration
Fig. 4.16. Correlation between physical parameters and fluoride ion
concentration in Inle lake
y = -0.5844x + 115.03 R2 = 0.041
0
50
100
150
200
250
300
350
0 20 40 60 80 100
Fluoride (mg L-1)
TDS
(mg
L-1)
y = -0.6647x + 169.61R2 = 0.1981
0
50
100
150
200
250
0 20 40 60 80 100
Fluoride (mg L-1)
Har
dnes
s (m
g L-1
)
y = 0.0013x + 25.782R2 = 0.0001
15
17
19
21
23
25
27
29
31
0 20 40 60 80 100
F (mg L-1)
Tem
pera
ture
(°C
)
65
Total dissolved solids and fluoride were negatively correlated with the
correlation coefficient of R2 = 0.041 and least squares regression of Y = -
0.5844 X + 115.03 that indicates significant correlation between the two
parameters (Table 4.13 and Fig. 4.16 C).
4.4.5 Physical parameters and chlorides
Physical parameters of water temperature, hardness, total dissolved
solids and chlorides were correlated with each other (Fig. 4.17 A, B and C).
Water temperature and chloride were positively correlated with the
correlation coefficient of R2 = 0.0019 and least squares regression of
Y = -0.0025 X + 25.96 that indicates slight correlation (Table 4.13 and Fig.
4.17 A).
Hardness and chlorides were negatively correlated with the correlation
coefficient of R2 = 0.0202 and least squares regression of Y = 0.1009 X +
136.28 that indicates the two parameters were slightly correlated (Table 4.13
and Fig. 4.17 B).
Total dissolved solid and chlorides were negatively correlated with the
correlation coefficient of R2 = 0.012 and least squares regression of Y = -
0.1503 X + 97.752 that indicates the two parameters were significantly
correlated (Table 4.13 and Fig. 4.17 C).
4.4.6 Chemical parameters and electrical conductivity
Chemical parameters of pH, DO, BOD, chlorides, nitrates, fluoride were
correlated with EC (Fig. 4.18 A, B, C, D, E and F).
Water pH and EC were positively correlated with the correlation
coefficient of R2 = 0.0488 and least squares regression of Y = -0.0009 X +
7.7696 that indicates they were slightly correlated (Table 4.13 and Fig. 4.18 A).
66
(A) Water temperature and chloride ion concentration
(B) Hardness and chloride ion concentration
(C) Total dissolved solid and chloride ion concentration
Fig. 4.17. Correlation between physical parameters and chloride ion
concentration in Inle lake
y = -0.1503x + 97.752 R2 = 0.012
0
50
100 150 200 250 300 350
0 100 200 300
Chlorides (mg L-1)
TDS
(mg
L-1)
y = 0.1009x + 136.28R2 = 0.0202
0
50
100
150
200
250
0 50 100 150 200 250 300
Chlorides (mg L-1)
Har
dnes
s (m
g L-1
)
y = -0.0025x + 25.96R2 = 0.0019
0 5
10 15 20 25 30 35
0 50 100 150 200 250 300
Chlorides (mg L-1)
Tem
pera
ture
(°C
)
67
(A) pH and EC
(B) DO and EC
(C) BOD and EC
Fig. 4.18. Correlation between chemical parameters and electrical conductivity
in Inle lake
y = 0.002x + 1.0593 R2 = 0.1986
0
0.5
1
1.5
2
2.5
3
3.5
0 200 400 600
EC (μs cm-1)
BOD
(mg
L-1)
y = -0.0117x + 7.6331 R2 = 0.138
0
5
10
15
20
25
0 100 200 300 400 500 600
EC (μs cm-1)
DO
(mg
L-1)
y = -0.0009x + 7.7696R2 = 0.0488
5
6
7
8
9
10
0 100 200 300 400 500 600
EC (μs cm-1)
pH v
alue
68
(D) Chloride ion concentration and EC
(E) Nitrate compound and EC
(F) Fluoride ion concentration and EC
Fig. 4.18. Correlation between chemical parameters and electrical conductivity
(Contd.) in Inle lake
R2
0
0.5
1
1.5
0 100 200 300 400 500 600
EC (μs cm-1)
Fluo
rides
(mg
L-1)
y = -0.0002x + 0.3043R2 = 0.007
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
0 100 200 300 400 500 600
EC (μs cm-1)
Nitr
ates
(mg
L-1)
y = -0.0596x + 59.899 R2 = 0.0193
0
50
100
150
200
250
300
0 100 200 300 400 500 600
EC (μs cm-1)
Chl
orid
es (m
g L-1
)
y = 0.0002x + 0.4998R2 = 0.0065
69
DO and EC were negatively correlated with the correlation coefficient
of R2 = 0.138 and least squares regression of Y = -0.0117 X + 7.6331 that
indicates they were highly correlated (Table 4.13 and Fig. 4.18 B).
BOD and EC were negatively correlated with the correlation coefficient
of R2 = 0.1986 and least squares regression of Y = 0.002 X + 1.0593 that
indicates the two parameters were significantly correlated (Table 4.13 and Fig.
4.18 C).
Chlorides and EC were positively correlated with the correlation
coefficient of R2 = 0.0193 and least squares regression of Y = -0.0595 X +
59.899 that indicates they were slightly correlated (Table 4.13 and Fig. 4.18 D).
Nitrates and EC were negatively correlated with the correlation
coefficient of R2 = 0.007 and least squares regression of Y = -0.0002 X +
0.3043 that indicates they were highly correlated (Table 4.13 and Fig. 4.18 E).
Fluoride and EC were negatively correlated with the correlation
coefficient of R2 = 0.0065 and least squares regression of Y = 0.0002 X +
0.4998 that indicates they were significantly correlated (Table 4.13 and Fig.
4.18 F).
4.4.7 Water temperature and nitrates
Water temperature and nitrates were positively correlated with the
correlation coefficient of R2 = 0.0249 and least squares regression of Y =
2.0294 X + 25.27 that indicates they were slightly correlated (Table 4.13 and
Fig. 4.19 A).
4.4.8 Total dissolved solids and nitrates
Total dissolved solids and nitrates were positively correlated with the
correlation coefficient of R2 = 0.0108 and least squares regression of Y = -
70
32.961 X + 99.396 that indicates slightly correlated (Table 4.13 and
Fig. 4.19 B).
71
(A) Nitrate compound and water temperature
(B) Nitrate compound and total dissolved solid
Fig. 4.19. Correlation between nitrate compound and physical parameters
in Inle lake
y = -32.961x + 99.396R2 = 0.0108
0
50
100
150
200
250
300
350
0 0.2 0.4 0.6 0.8 1
Nitrates (mg L-1)
TDS
(mg
L-1)
y = 2.0294x + 25.27 R2 = 0.0249
0
5
10
15
20
25
30
35
0 0.2 0.4 0.6 0.8 1
Nitrates (mg L-1)
Tem
pera
ture
(°C
)
72
CHAPTER 5
DISCUSSION
The water depth of Inle Lake had seasonal fluctuation. In my study the
water level was deepest in October, November, December, and January.
February, March, April, May, June, July, August and September had normal
range. Fluctuation of water depth was found more in the centre of the lake than
at the lake margin. It may be due to deposition of sediments in the centre of the
lake.
According to Chapman (1992), conductivity or specific conductance is a
measure of the ability of water to conduct an electric current. It is sensitive to
variations in dissolved solids, mostly mineral salts. Conductivity is expressed
as microsiemens per centimeter (μs cm-1) and, for a given water body, is related
to the concentrations of total dissolved solids and major ions. The conductivity
of most freshwater ranges from 10 to 1000 μs cm-1 but may exceed 1000 μs
cm-1, especially in polluted waters, or those receiving large quantities of land
run-off (WHO). The electrical conductivity of Inle lake ranged from 42 μs cm-1
to 483 μs cm-1 which did not exceed WHO standard of 1000 μs cm-1.
The substances remaining after evaporation and drying of a water
sample are termed the "residues" (Bartram and Ballance, 1996). The residue is
approximately equivalent to the total content of the dissolved and suspended
matter in the water sample. Non-filterable residue corresponds to the total
suspended solids and the filterable residue is the total dissolved solids or waste
water. In Inle Lake the total dissolved solids (TDS) ranged from 25 mg L-1 to
289 mg L-1. The WHO standard guideline value is 1,000 mg L-1.
On the basis of EC and TDS values still under WHO standards, Inle
Lake water is good with solids, minerals and ions at acceptable levels.
Chapman (1992) is of the opinion that the type and concentration of
suspended matter control the turbidity and transparency of the water.
73
Suspended matter consists of silt, clay, fine particles of organic matter, soluble
organic compounds, plankton and other microscopic organisms. Turbidity
results from the scattering and absorption of incident light by the particles and
the transparency is the limit of visibility in the water. Both can vary seasonally
according to biological activity in the water column and surface run-off
carrying soil particles. Heavy rainfall can also result in hourly variations in
turbidity (Chapman, 1992).
Rain falling upon the land runs off into water courses, it mechanically
transports soil with it in the form of silt and clay particles. This form of
turbidity reduces light penetration and photosynthetic activity, smothers
bottom-dwelling animals and plants, reduces waste-assimilation capacities, and
may impair or curtail fish spawning. Although high turbidities from soil
particles may not be lethal to fishes, turbid waters may affect the productivity
of an aquatic environment and the growth of fishes (Barnnett, 1970).
In the present study the turbidity from six study sites did not exceed 5
NTU. The WHO standard guideline value is 5 NTU in fresh water lakes.
Hence, Inle Lake had normal turbidity of less than 5 NTU.
Insoluble particles of solids, organic substances, microorganisms and
other minerals impact the passage of the light through water. Turbidity in
excess of 5 units is noticeable to the average water consumer and accordingly
represents an unsatisfactory condition for drinking water when exceeding
100 units NTU (Environmental Engineering Laboratory, Department of Civil
Engineering, Yangon Institute of Technology).
The hardness of water varies considerably from place to place. In
general, surface waters are softer than ground waters and hard waters originate
in areas where the tropical is thick and limestone formations are present. Soft
waters originate in areas where limestone formations are sparse or absent.
Water is commonly classified into three categories in terms of the
degree of hardness as soft (0 - 75 mg L-1), moderately hard (75 - 150 mg L-1)
hard (150 - 300 mg L-1), and very hard (above 300 mg L-1) according to
74
Yangon Institute of Technology Department of Civil Engineering,
Environmental Engineering Laboratory.
The WHO standard guideline value of hardness is 500 mg L-1. In my
analysis the hardness value ranged from 44 mg L-1 to 210 mg L-1. hence, Inle
Lake is found to be a moderately hard water lake.
Water bodies undergo temperature variations along with normal climatic
fluctuations. These variations occur seasonally and, in some water bodies, over
periods of 24 hours. Lakes and reservoirs may also exhibit vertical stratification
of temperature within the water column. The temperature of surface waters is
influenced by latitude, altitude, season, time of day, air circulation, cloud cover
and the flow and depth of the water body. In turn, temperature affects physical,
chemical and biological processes in water bodies and, therefore, the
concentration of many variables. As water temperature increases, the rate of
chemical reactions generally increases together with the evaporation and
volatilization of substances from the water. Increased temperature also
decreases the solubility of gases in water, such as O2, CO2, N2, CH4 and others.
Surface waters are usually within the temperature range of 0°C to 30°C
although "hot spring" may reach 40°C or more (Chapman, 1992).
Svobodova et al. (1993) reported that water temperature influenced the
rate of metabolism and therefore the growth rate; it was often critical to
spawning and to the development of normal embryos. In present work the
water temperature ranged from 18.1°C to 28.6°C in the Inle Lake.
Senapti and Alam (2003) reported that arsenic was a naturally occurring
element in rocks, soils and the waters that contact them. Other major sources of
arsenic include agricultural run-off and industrial effluents from metallurgy,
glassware ceramics, dyes, herbicides, pesticides, petroleum refining, wood hide
preservatives, fertilizers and phosphate detergents. Recognized as a toxic
element for centuries, arsenic today is a recognized major human health
concern because it can contribute to long term morbidity and mortality.
75
The WHO standard guideline value of arsenic is 0.05 mg L-1. Arsenic
was not detected in all study sites in the Inle Lake.
Bartram and Ballance (1996) reported that chloride anions were usually
present in natural waters. A high concentration occurs in waters that have been
in contact with chloride containing geological formations. Otherwise, a high
chloride content may indicate pollution by sewage or industrial waste or by the
intrusion of seawater or saline water into a freshwater body or aquifer.
Chapman (1992) also reported that high concentration of chlorides can
make waters unpalatable and, therefore, unfit for drinking or livestock
watering.
In pristine freshwaters, chloride concentrations are usually lower than 10
mg L-1 and sometimes less than 2 mg L-1. Higher concentration can occur near
sewage and other waste outlets, irrigation drains, salt water intrusions, in arid
areas and in wet coastal areas. As chloride is frequently associated with
sewage, it is often incorporated into assessments as an indication of possible
faecal contamination or as a measure of the extent of the dispersion of sewage
discharges in water bodies (Chapman, 1992).
Eastin (1977) reported that the use of chlorine in destroying disease-
causing bacteria in drinking water had probably saved the lives of millions of
people. But in recent years there has been considerable concern that it might
actually be the cause of serious human illness and even death. In 1972 the EPA
published its findings the chlorine was combining with organic compounds in
the water to form chlororganic compounds. Among those identified were
chloroform and carbon tetrachloride. In laboratory tests both of these chemicals
have caused cancer in rats and mice.
In my research work the chloride values ranged from 0 mg L-1 to
260 mg L-1 in the Inle Lake. The WHO standard for chlorides is 200 mg L-1 to
600 mg L-1. For this reason the content of chlorides in Inle Lake did not exceed
600 mg L-1 but in some places was more than 200 mg L-1. This could be due to
disposal of domestic sewage including feces into the lake by inhabitants.
76
Chapman (1992) reported that fluoride originates from the weathering of
fluoride-containing minerals and enters surface waters through run-off and
ground waters through direct contact. Liquid and gas emissions from certain
industrial processes (e.g. metal and chemical based manufacturing) can also
contribute fluoride ions (F-1) to water bodies. Measurement of fluoride content
is especially important when a water body is used for drinking water supply. At
high concentrations, fluoride is toxic to humans and animals and cause bone
disease. However, a slight increase in natural levels can help prevent dental
caries although, at higher concentrations (above 1.5 to 2.0 mg L-1), mottling of
teeth can occur (WHO, 1984).
Bartram and Ballance (1996) published dental require close control of
fluoride concentrations to roughly 1.0 mg L-1. The guideline value of
1.50 mg L-1 in drinking water has been proposed by WHO.
In my analysis the level of fluoride ranged from 0 mg L-1 to 1.15 mg L-1.
It is noted that Inle Lake fluoride concentration moderately fluctuated but was
under or equal to WHO standard value.
Chan, Benstead, Davies and Grubh (1999) defined that pH is a
measurement of hydrogen ions in water. It tells us whether the water is acidic,
neutral or alkaline. Usually aquatic organisms thrive in neutral pH (7) to
slightly alkaline pH (8) waters. Wetlands with shallow water and high
vegetation coverage tend to be slightly acidic because of the humus produced.
Svobodova et al. (1993) reported that the optimal pH range for fish is
from 6.5 to 8.5. Alkaline pH value above 9.2 and acidity below 4.8 can damage
and kill salmonids (e. g. brown and rainbow trout); and pH values above 10.8
and below 5.0 may be rapidly fatal to the cyprinids (especially carp and tench).
In my research the pH values ranged from 6.54 to 8.92. The WHO
standard guideline value is 6.5 to 8.5. So, among the six study sites most had
pH values slightly above 7 but the centre of lake had pH value similar to upper
limit of the standard of slightly over the standard. Therefore water of this lake
although alkaline, is still potable.
77
Svobodova et al. (1993) described that oxygen diffused into the water
from the air especially where the surface was turbulent and from the
photosynthesis of aquatic plants. On the other hand, oxygen is removed by the
aerobic degradation of organic substances by bacteria and by the respiration of
all the organisms present in the water. The concentration of oxygen dissolved
in water can be expressed as mg per litre (mg L-1) or as percentage of air
saturation value. Even in ponds where the oxygen levels have been satisfactory
during the summer, when plant growth was vigorous, severe oxygen
deficiencies can occur in the autumn when the plants begin to die and
decompose. This deficiency can be more pronounced if the sky is heavily
overcast during the day, so that the limited oxygen production by
photosynthesis is further reduced. In theses cases, the maximum oxygen
deficiency occurs just before daybreak.
Ballance (1996) reported that the dissolved oxygen concentration
depended on the physical, chemical and biochemical activities in the water
body, and its measurement provided a good indication of water quality.
Changes in dissolved oxygen concentrations can be an early indication of
changing conditions in the water body.
Chapman (1992) stated that in freshwaters dissolved oxygen (DO) at sea
level ranged from 15 mg L-1 at 0°C to 8 mg L-1 at 25°C. Concentrations in
unpolluted waters are usually close to, but less than, 10 mg L-1. Concentration
below 5 mg L-1 may adversely affect the functioning and survival of biological
communities and below 2 mg L-1 may lead to the death of most fish.
In Inle lake water, the concentration of DO levels ranged mostly from 2
mg L-1 to 19.5 mg L-1. According to the above interpretation, the DO levels of
Inle Lake are not very good for aquatic ecosystem. The WHO standard for DO
in fisheries and aquatic life is 5.0 to 9.0 and for drinking water is 4.0.
Chapman (1992) described that the biochemical oxygen demand (BOD)
is an approximate measure of the amount of biochemically degradable organic
matter present in a water sample. It is defined by the amount of oxygen
78
required for the aerobic micro-organisms present in the sample to oxidize the
organic matter to a stable inorganic form.
Biochemical oxygen demand (BOD) is the most commonly used
parameter to define the strength of a municipal wastewater or organic industrial
waste. It indicates the amount of decomposable organic matter in wastewater,
the larger the concentration, the greater the BOD and consequently more of the
nuisance potential. BOD therefore gives the amount of organic load.
The WHO standard guideline value of BOD in drinking water is
3 mg L-1 and for fisheries and aquatic life is 3.0 to 6.0 mg L-1. In my analysis
data the BOD value range from 0.25 mg L-1 to 3.00 mg L-1. Hence, in Inle Lake
organic pollution is still at the permissible low BOD level for aquatic life.
The main sources of nitrate pollution of surface water is the use of
nitrogenous fertilizers and manure on arable land leading to diffuse inputs, and
the discharge of sewage effluents from human settlement in lake.
Bayly and Williams (1973) stated that nitrates nitrogen may be present
in small amounts in fresh water. Nitrates represent the final product of the
biochemical oxidation of ammonia. Nitrate is the most oxidized form of
nitrogen and is an important plant nutrient.
High levels of nitrates or nitrites in plants and plant products may be
harmful to humans and to livestock. A major problem relates to the formation
of nitrosamines.
High rates of N fertilization of crops may lead to pollution of surface
and ground waters. Nitrate pollution of these surface and ground waters leads
to problems of eutrophication in lake.
Bartram and Ballance (1996) stated that in surface water, nitrate is a
nutrient taken up by plants and assimilated into cell proteins. Stimulation of
plant growth, especially of algae, may cause water quality problems associated
with eutrophication. The subsequent death and decay of algae produces
secondary effects on water quality, which may also be undesirable. High
79
concentrations of nitrates in drinking water may present a risk to bottle-fed
babies under three months of age because the low activity of their stomachs
favours the reduction of nitrates to nitrites by microbial action. Nitrite is readily
absorbed into the blood where it combines irreversibly with haemoglobin to
form methaemoglobin, which is ineffective as an oxygen carrier in the blood.
In sever cases a condition known as infantile methaemoglobinaemia may occur
which can be fatal for young babies.
Chapman (1992) stated that as the World Health Organization (WHO)
recommended maximum limit for drinking water is 10 mg L-1 NO3-N, waters
with higher concentrations represent a significant health risk. In lakes, levels of
nitrates in excess of 0.2 mg L-1 NO3-N tend to stimulate algal and microbial
growth and indicate possible eutrophic conditions.
In my study the concentrations of nitrate in Inle Lake ranged 0.01
mg L-1. Hence, the nitrates exceeded the standard level of 0.2 mg L-1 in many
places in Inle Lake. For this reason, the Inle Lake was found to be abundant in
aquatic plants, floating plants, water hyacinths, water lilies, submerged plants
and algal blooms in and around the lake. This condition in the Inle Lake leads
to eutrophic conditions.
The nitrate levels at the six sampling sites were all above 0.20 mg L-1
which was conductive to algal growth. Those high nitrate levels could be due to
disposal of human and domestic sewage and wastes especially in Kyezagone
village. Also samples collected in Lethit village were from floating plantations
using fertilizers and pesticides leading to high nitrate pollution in that site. The
water samples collected at the entrance to Mwepwe village were also high in
nitrates which could be due to churning of water by motor boat traffic leading
to upwelling of sediments. Water samples from Kela village, surrounded by
floating plantation, was similarly also high in nitrates. Interestingly, central Inle
site was highest in nitrates as pollutants from all other areas came to
accumulate in the central part. Another fact noted is that the Namlit chaung,
80
flowing into the Inle Lake, carried much sediments, had also nitrates above
0.20 mg L-1 level enhancing algal growth.
Based on Moss et al. (1993) who reported trophic level categories
according to nitrate levels (0.3 mg L-1 to > 1.5 mg L-1) in lakes, all the six
sampling sites, of the Inle Lake in my study were found to be undergoing
eutrophication (0.5 to > 1.5 mg L-1). However, more comprehensive sampling
is necessary to be conclusive regarding the exact eutrophic condition of the Inle
Lake.
Ballance (1996) described that phosphorous compounds are present in
fertilizers and in many detergents. Consequently, they are carried into both
ground and surface waters with sewage,industrial wastes and storm run-off.
High concentrations of phosphorus compounds may produce a secondary
problem in water bodies where algal growth is normally limited by
phosphorous. In such situations the presence of additional phosphorous
compounds can stimulate algal productivity and enhance eutrophication
processes.
Chapman (1992) reported that phosphorous is an essential nutrient for
living organisms and exists in water bodies as both dissolved and particulate
species. It is generally the limiting nutrient for algal growth and, therefore,
controls the primary productivity of a water body. Artificial increases in
concentrations due to man's activities are the principal cause of eutrophication.
It is recommended that phosphate concentrations are expressed as phosphorous,
i.e., mg L-1 PO4-P.
In most natural surface waters, phosphorous ranges from 0.005 to 0.020
mg L-1 PO4-P. High concentrations of phosphates can indicate the presence of
pollution and are largely responsible for eutrophication conditions.
In Inle lake the concentration of PO4-P was 0 mg L-1 to 1 mg L-1. The
WHO standard guideline value is 0.005 mg L-1 to 0.020 mg L-1. Hence, the
present study sites were found to have more than 0.020 mg L-1 PO4-P in many
81
samples. Therefore, these concentrations of PO4-P could stimulate the algal
growth and algal blooming observed in and around the Inle Lake.
Regarding phosphates, the PO4-P levels at all my six sampling sites
were above the WHO standard of 0.005 mg L-1 to 0.020 mg L-1. PO4-P was
especially high in the months of March, April, May and also in August,
September, October and November. The reason for this could be reduction of
water level in the dry hot and dry cold periods leading to more concentration of
phosphates enhancing algal growth in Inle Lake. This is in agreement with
Correll (1998) who stated phosphorous entering lakes could stimulate algal
growth. One obvious input of phosphates in Inle Lake occurred through
application of phosphate fertilizers to the plantations over long periods, and
another pathway could be through excessive use of detergents by humans
residing in and around the lake.
The highest level (1.0 mg L-1) of PO4-P found in Inle Lake indicated that
the lake was undergoing eutrophication. Chapman and Kimstach (1992) also
reported that high phosphate concentrations were responsible for eutrophic
conditions.
The low levels of phosphates in Inle Lake in some months could be due
to lack of fertilizer application when farmers ceased agricultural activities and
were doing other pursuits such as fishing. Another reason could be uptake of
the residuals phosphates by plants and algae during these months. This is also
in agreement with the statement that in freshwaters high phosphate
concentrations are rare as they are actively taken up by plants (Chapman,
1992).
Correll (1998) reported that in lakes, if primary production was low, DO
was still sufficient at the bottom where P was stored in sediments, and when
primary production was high, DO was low and P was released from sediment
into water leading to eutrophication.
82
83
SUMMARY
1. Fourteen water parameters were monthly detected in six study site in Inle
Lake from March 2006 to February 2007.
2. The highest water depth was recorded in the centre of the lake in October.
The water level was higher in wet season than in dry season in all study
sites. Water depth was more fluctuated in the margin of the lake than in
the centre.
3. Electrical conductivity and total dissolved solid were highest in human
sediment area (Namlit-chaung) than other study sites. The parameter was
higher in dry season than the raining season. The pH level was found to
vary in different study sites. The water temperature was relatively
constant with seasons compared with air temperature.
4. Observed some native water gardens, whose used in agricultural
fertilizers, pesticides, herbicides, fungicides that are influence in lake
water.
5. Correlation between water quality of physical, chemical and nutrients
were recorded.
6. The nitrate and phosphate indicated that Inle lake water quality is in the
condition of initial state of eutrophication.
84
SUGGESTIONS FOR FUTURE WORK
1. The sedimentation rate of Inle lake should be investigated to establish the
potential internal nutrient loading.
2. A full ecological survey should be carried out to establish the richness of
flora and fauna in the lake.
3. The detail analysis of the causes of eutrophication in Inle lake should be
sought and assessment of the eutrophication status should be done.
4. Monitoring of water quality should be done after management programme
has been implemented.
85
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Indian Musium; (A Journal of Indian Zoology) , Zoological Survey of
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Anonymous, 1967. Environmental requirements of blue-green algae. Proc.
Sympoisum. Univ. Washington and Fed. Water Pollution Control
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Anson, B., 1997. VACETS Regular Technical Column "Everyday
Engineering" water pollution and its control. VACETS REPORTS
3: 13 - 18
Aung, T., Htay, T., Pan, K., Swe, N.M., Thwin, K.M.M., Chan, S., Sebastian,
T., Davies, J., 2001. General assessment of Inle Lake. Environmental
Department of Japan, Japan. pp. 4 - 6
Beeton, A.M., 1965. Eutrophication of the St.Lawrence great Lakes. Limnol.
Oceanog. 10: 240-254.
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