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"Jatiluhur" Reservoir water quality assessment

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    Classification quality of water body by

    PP 82 Year 2001

    Class 1 it is used for Raw Drinking Water

    Class 2 it used for recreation, fish farming,

    agriculture, animal husbandry, gardening etc

    Class 3 it is used fish farming, gardening etc

    Class 4 it is used agriculture, etc.

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    Parameter Water Quality Assessed

    16 Water Quality Parameter was assessed : 1.Suhu (temp), 2. Zat

    Padat Terlarut (TDS), 3. Kekeruhan(Turbidity), 4.pH, 5.Oksigen

    Terlarut (DO), 6.Besi (Iron), 7.Mangan (Mn), 8.Zinc (Zn), 9.(NH3)

    Ammonia, 10.Nitrite (NO2), 11.Nitrate (NO3), 12.Sulfate (SO4 -),

    13.Chlorida (Cl-),14. Sulfida (H2S), 15.BOD5, 16.COD.

    Sampling were carried out every monthly in 12 location of

    sampling sites.

    Assessment was made for the periode of Jan 2009 to August 2013,

    and about 1969 number of sampling series.

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    Water Quality Related to Usage

    Water Quality mostly related to Health: Suspended solids, Dissolved metal, Iron, Copper, Pb, Radioactive etc

    Nitrite, Nitrate, Ammonia

    Virus, Microbes, etc

    Poisonous substance ( phenols,All pesticide, herbicide, insecticide, fungicide etc

    Microbes and viruses

    Water Quality mostly related to Agriculture

    Total Dissolved Solids, chloride, sulphate, etc

    All Metal such as Alluminum, Berrylium, Boron Etc

    pH

    Water Quality mostly related to Recreation, Swiming, Sports etc Smell, H2S, Dissolved Oxygen (DO)

    Suspended solids, Turbidity

    Microbes, viruses

    pH, Grease (oil)

    For Aquaculture such as fish

    farming add Ammonia, DO

    (Dissolved Oxyggen)

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    Total Dissolved Solids parameter related

    to Agricultural use and Pollution

    Exceeding/violating

    class of water 1, 2,

    and 3, Max value is

    1000 mg/l

    Mean and Median

    Values still indicate

    very good, water

    still belong to fresh

    not brackish water

    If we want to manage pollution, It shows a strong

    evidence that high TDS values > than normal

    indicates pollution has been occuring at that time

    Minimum TDS

    indicates that

    dilution has been

    occuring

    Classification of

    TDS : < 450 mg/l

    indicate No

    restriction inusing for

    Agriculture.

    Quality this

    water good

    Agriculture

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    Total Dissolved Solids by Depth

    DEPTH N N* Mean Minimum Median Maximum Mode Mode

    0 841 0 194.06 20.00 160.00 1290.00 120 77

    16 20 0 174.5 70.0 130.0 510.0 130 3

    2 426 60 198.55 11.00 170.00 690.00 110 38

    4 363 54 192.09 9.00 160.00 710.00 120 28

    8 76 12 172.37 40.00 155.00 390.00 120 6

    On the depth

    of 0m, 2mand 4m their

    means were

    190s it

    changes to

    170s after the

    depth of 8

    and 16

    Pollution may start ocurring on

    the surface and goes along from

    the surface to the depth of 8m

    From other table based on location

    of sampling, location of Fishing Nets

    mostly the location of high TDS,

    Pollution is obvious in this location

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    Total Dissolved Solids (TDS)

    1000100101

    99.99

    99

    95

    80

    50

    20

    5

    1

    0.01

    TDS

    Percent

    Loc 5.127

    Scale 0.5750

    N 1813

    AD 9.723

    P-Value

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    Sulphate by Sampling Sites

    SITE N N* Mean Minimum Median Maximum

    B. Barat 122 24 23.334 9.800 23.050 40.700

    Bojong 117 24 26.002 5.600 26.100 41.600

    Cilalawi 54 4 24.151 2.270 23.900 39.200

    DAM 156 34 23.26 2.610 22.700 42.500

    Inlet PLTA 40 4 25.67 19.40 23.20 74.70

    Jamaras 117 24 24.637 8.000 24.000 41.100

    Keramba 151 34 23.681 5.700 23.300 37.900

    Keramba I 12 0 22.675 16.800 23.650 25.100

    Keramba II 13 0 21.18 7.30 22.00 24.50

    Keramba III 13 0 21.59 8.60 22.20 25.50

    Keramba IV 13 0 19.64 1.60 21.50 25.80

    Keramba V 20 0 20.18 7.60 21.50 26.70

    Kerenceng 122 24 23.947 5.700 23.400 44.100

    P. Gombong 10 0 20.84 15.10 20.64 25.90

    P. Astana 45 4 22.987 1.000 22.000 42.700

    Parung Kalong

    83 14 25.113 0.220 24.600 42.000

    Pasir Kole 45 4 23.973 18.500 22.500 46.500

    PDAM 117 24 24.043 17.700 22.800 39.400

    Sodong 117 24 26.075 9.900 25.400 42.500

    T. Sidang 45 4 23.622 18.200 23.100 36.600

    Tailrace 49 4 24.431 1.000 23.800 46.400

    Taroko 117 24 23.632 1.000 22.800 41.100

    Location Sodongand Bojong are the

    location of the inlet

    from Cirata. It have

    higher means values

    of Sulphate.(26 mg/l)

    Pollution has

    been started

    from the

    Upstream

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    Sulphate

    DEPTH N N* Mean Minimum Median Maximum

    0 777 64 24.112 1.000 23.500 74.700

    16

    20 0 21.000 11.000 21.550 26.200

    2 386 100 24.262 0.220 23.200 42.500

    4 327 90 24.160 2.610 23.300 41.400

    8 68 20 23.378 7.700 22.700 39.200

    Sulphate is a component of TDS,

    source of sulphate from human

    activities, domestic liquid waste,

    industrial waste that uses

    sulphuric acids or sulphate

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    Dissolved Oxygen related to

    Organism in waterMean and Median

    Values of DO still meets

    the standard, Minimum

    values is 6 mg/l

    Minimum values

    had violated

    standard of water

    quality, standard

    is 6 mg/lminimum

    Mean and Median values indicate that water still good

    for living Organism in water, sometimes as it showed in

    minimum values that indicating of occuring Deficit of

    Oxygen

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    H2S (sulfide) one of parameter

    Related to Health & Corrosion

    PP 82/2001 requires that all water

    Class 1,2,3 ; H2S (sulfide) should

    not > 0.002 mg/l

    All values of

    Mean,

    Median and

    Minimum

    showed

    exceeding

    standard

    values PP

    82/2001

    This figure indicate

    380 times of

    standard values

    O.12 mg/m3 (0.08 ppm) Increased mental depression,

    dizziness and blurred vision.

    0.45 mg/m3 (0.32 ppm) Increased incidence of nausea, loss

    of sleep, shortness of breath, and headaches

    1.0-10 mg/m3 (0.7-6.7 ppm) Increased incidence of

    decreased corneal reflex (convergence and divergence

    10-70 mg/m3 (6.7-47 ppm) Irritation of conjunctiva, fatigue,

    loss of appetite, insomnia

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    Alkalinity

    DEPTH N N* Mean St Dev Minimum Maximum

    0 231 0 64.08 17.32 11.25 110.70

    2 188 1 62.43 14.72 26.16 102.50

    4 167 1 62.23 14.99 21.9 96.75

    8 146 1 62.95 16.24 30.00 98.56

    14 21 0 67.86 14.25 38.00 94.30

    22 19 2 60.98 16.99 30.4 102.50

    33 18 3 63.59 20.5 20.53 90.00

    34 21 0 69.8 21.6 38.00 125.77

    35 21 0 66.9 18.51 32.70 121.50

    36 21 0 64.32 16.23 34.88 110.70

    Mean and SD

    Showed that

    There were

    similar values

    of alkalinity

    among the

    depth of

    sampling

    Alkalinity values in values of 60s

    indicating that alkalinity is relative

    stabile to existing pollution with

    acid properties

    Based on USEPA

    lake classification

    Jatiluhur Reservoir

    is not belong to a

    Sensitive Reservoir

    because it has

    values > 20 mg/l

    Alkalinity

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    Alkalinity in

    Normal Probability

    99.9

    99

    90

    50

    10

    1

    0.1

    100500 100500

    100500

    99.9

    99

    90

    50

    10

    1

    0.1

    100500

    99.9

    99

    90

    50

    10

    1

    0.1

    0

    Alk

    Percent

    2 4 8

    14 22 33 34

    35 36

    Mean 64.08

    StDev 17.32

    N 231

    AD 0.46 6

    P-Value 0.251

    0

    Mean 62.43

    StDev 14.72

    N 188

    AD 0.32 2

    P-Value 0.526

    2

    Mean 62.23

    StDev 14.99

    N 167

    AD 0.36 3

    P-Value 0.438

    4

    Mean 62.95

    StDev 16.24

    N 146

    AD 0.94 7

    P-Value 0.016

    8

    Mean 67.86

    StDev 14.25

    N 21

    AD 0.42 2

    P-Value 0.293

    14

    Mean 60.98

    StDev 16.99

    N 19

    AD 0.34 5

    P-Value 0.446

    22

    Mean 63.59

    StDev 20.50

    N 18

    AD 0.39 1

    - .

    33

    Probability Plot of AlkNormal - 95% CI

    Panel variable: DEPTH

    On surface to 8 m

    depth and to 36 m

    showed a model ofnormal probability

    Indicating that alkalinity still able

    to resists existing pollution with

    acid properties

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    IronSITE N N* Mean Minimum Median Maximum

    B. Barat 125 21 0.09856 0.01000 0.07000 0.72000

    Bojong

    120 21 1.341 0.010 0.440 18.830

    Cilalawi 55 3 0.2451 0.0200 0.1500 3.0700

    DAM 160 30 0.11355 0.02000 0.09000 0.56000

    Inlet PLTA 41 3 0.1056 0.0200 0.0900 0.4100

    Jamaras 120 21 0.429 0.008 0.140 24.000

    Keramba 155 30 0.1383 0.0200 0.0600 3.0500

    Keramba I 12 0 0.550 0.140 0.265 2.760

    Keramba II

    13 0 0.572 0.060 0.190 3.990Keramba III 13 0 0.278 0.060 0.140 1.580

    Keramba IV 13 0 0.2331 0.0200 0.1900 0.9400

    Keramba V 20 0 0.2500 0.0300 0.1750 0.7600

    Kerenceng 125 21 0.1750 0.0100 0.1000 2.4600

    P. Gombong 10 0 0.1900 0.0900 0.1750 0.3200

    P. Astana 46 3 0.091 0.0200 0.0850 0.2700

    Parung Kalong 85 12 1.159 0.020 0.560 18.350

    Pasir Kole 46 3 0.1152 0.0200 0.0750 1.0200

    PDAM 120 21 0.1287 0.0200 0.1100 0.8400

    Sodong 120 21 1.226 0.020 0.515 15.630

    T. Sidang 46 3 0.241 0.020 0.075 7.330

    Tailrace 50 3 0.3198 0.0200 0.2350 1.4300

    Taroko 120 21 0.301 0.020 0.090 24.000

    Max values for

    Class 1 is 0.3 mg/l of

    Iron (PP 82/2001),

    whereas for Class

    2, 3, 4 no Iron

    values are

    required.

    Naturally Iron in

    surface water is

    not > 0.2 mg/l,

    deep ground water

    may be higher > 1mg/l

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    NH3(Ammonia)

    0.5 mg/l of

    Ammonia is a max

    value for Class 1 ,

    but No required

    values of NH3 for

    Class 2,3, and 4only if it is used for

    aquaculture (fish

    farming NH3

    should be < 0.02

    mg/l (PP82 /2001)

    SITE N N* Mean Minimum Median Maximum

    B. Barat 134 12 0.01263 0.03869 0.00100 0.28000

    Bojong 129 12 0.03280 0.10701 0.00100 0.80600

    Cilalawi 58 0 0.0653 0.2357 0.0010 1.4000

    DAM 172 18 0.00713 0.02432 0.00100 0.28000

    Inlet PLTA 44 0 0.00600 0.01052 0.00100 0.06100

    Jamaras 129 12 0.02560 0.09854 0.00100 0.84000

    Keramba 167 18 0.01356 0.03701 0.00100 0.28000

    Keramba I 12 0 0.004583 0.003088 0.001000 0.009000

    Keramba II

    13 0 0.003385 0.002063 0.001000 0.008000

    Keramba III 13 0 0.00831 0.00401 0.00300 0.01800

    Keramba IV 13 0 0.004692 0.003425 0.001000 0.012000

    Keramba V 20 0 0.00885 0.00609 0.00100 0.02700

    Kerenceng 134 12 0.01194 0.03018 0.00100 0.28000

    P. Gombong 10 0 0.00680 0.00708 0.00200 0.02600

    P. Astana 49 0 0.00520 0.00880 0.00100 0.05000

    Parung Kalong 91 6 0.0996 0.3151 0.0010 1.6700

    Pasir Kole 49 0 0.003857 0.004774 0.001000 0.027000

    PDAM

    129 12 0.0253 0.1288 0.0010 1.4000Sodong 129 12 0.0422 0.1535 0.0010 1.1100

    T. Sidang 49 0 0.00633 0.01353 0.00100 0.07500

    Tailrace 53 0 0.0930 0.3677 0.0010 2.5200

    Taroko 129 12 0.01898 0.04922 0.00100 0.28000

    Ammonia is a waste

    product of livingorganism, then

    used by

    microorganism

    converted to nitrite

    and eventually into

    more stable form of

    nitrogen, nitrite and

    nitrate.

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    Nitrate-N

    SITE N N* Mean Minimum Median Maximum

    B. Barat 134 12 0.382 2.936 0.010 34.000

    Bojong 129 12 0.1748 0.2695 0.0040 1.5800

    Cilalawi 58 0 0.387 1.602 0.004 12.000

    DAM 172 18 0.554 3.739 0.004 43.500

    Inlet PLTA 36 8 0.1067 0.1259 0.0100 0.5600

    Jamaras 129 12 0.2565 0.7571 0.0040 8.0000

    Keramba

    167 18 0.509 2.272 0.004 19.000Keramba I 12 0 0.1300 0.0619 0.0100 0.2100

    Keramba II 13 0 0.0746 0.0522 0.0100 0.1800

    Keramba III 13 0 0.0669 0.0609 0.0100 0.2100

    Keramba IV

    13 0 0.04308 0.02250 0.10000 0.08000

    Keramba V 20 0 0.04700 0.03404 0.10000 0.11000

    Kerenceng 134 12 0.569 2.596 0.010 22.000

    P. Gombong 10 0 0.0470 0.0678 0.0100 0.1800

    P. Astana 49 0 0.1459 0.2649 0.0100 1.5300

    Parung Kalong

    91 6 0.508 1.902 0.004 17.900

    Pasir Kole 49 0 0.298 1.007 0.004 6.540

    PDAM 129 12 0.1913 0.4136 0.0040 2.9600

    Sodong 129 12 0.2291 0.4228 0.0030 3.3200

    T. Sidang 49 0 0.1608 0.3550 0.0100 2.3400

    Tailrace 53 0 1.57 9.77 0.01 71.35

    Taroko 129 12 0.1238 0.1428 0.0040 0.8300

    Allowed Max Value

    is 10 mg/l Nitrate-N

    (PP 82/year 2001)

    Data from 2009-

    2013 showed that

    the Mean and

    Median valuesalways < 10, The

    Highest Recorded

    values were in Baras

    Barat 34 mg/l, Dam

    43 mg/l and

    Karamba 19 mg/l &

    in tailrace 71.35

    Nitrateparameter is

    related to

    human Health

    blue baby

    Nitrate containing

    water usually

    from irrigation

    water, agricultural

    run off,

    human/animal

    waste,decomposition of

    plant, manure,

    domestic

    /industrial waste

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    NitriteSite N N* Mean St Dev Minimum Maximum

    B. Barat

    134 12 0.01736 0.02703 0.00400 0.19000

    Bojong 129 12 0.0428 0.1610 0.0040 1.4200

    Cilalawi 58 0 0.01803 0.01942 0.00400 0.11000

    DAM 172 18 0.01490 0.01582 0.00400 0.12000

    Inlet PLTA 32 12 0.01813 0.02746 0.00400 0.12000

    Jamaras 129 12 0.03860 0.07852 0.00400 0.67000

    Karamba 167 18 0.02651 0.04078 0.00400 0.25000

    Karamba I 12 0 0.009250 0.002598 0.001000 0.010000

    Karamba II

    13 0 0.010000 0.000000 0.010000 0.010000Karamba III 13 0 0.01154 0.00555 0.01000 0.03000

    Karamba IV 13 0 0.010000 0.000000 0.010000 0.010000

    Karamba V 20 0 0.010500 0.002236 0.010000 0.020000

    Kerenceng

    134 12 0.02766 0.05246 0.00400 0.43000

    P Gombong

    10 0 0.010000 0.000000 0.010000 0.010000

    P. Astana 49 0 0.01563 0.01848 0.00400 0.10000

    Parung kalong 91 6 0.0496 0.1598 0.0040 1.3000

    Pasir Kole 49 0 0.01592 0.01951 0.00400 0.10000

    PDAM

    129 12 0.01929 0.02848 0.00400 0.21000

    Sodong 129 12 0.0462 0.1481 0.0040 1.2800

    T. Sindang 49 0 0.01255 0.01107 0.00400 0.07000

    Tailrace 53 0 0.189 0.963 0.004 6.990

    Taroko 129 12 0.02187 0.03978 0.00400 0.28000

    Max allowed

    Nitrite Conc. is

    0.06 mg/l, (PP

    82/2001) The data

    showed that most

    of the means were

    at < 0.06 mg/l

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    BOD

    Site

    N

    N*

    Mean

    Minimum

    Median

    Maximum

    B. Barat 134 12 4.919 0.830 4.645 14.340

    Bojong 29 12 4.804 1.080 4.590 13.000

    Cilalawi 58 0 4.956 1.180 4.675 9.130

    DAM 172 18 5.031 1.010 4.730 17.000

    Inlet PLTA 44 0 4.783 1.140 4.920 8.460

    Jamaras 129 12 4.907 1.100 4.820 10.000

    Karamba 67 18 5.114 1.000 4.720 13.000

    Karamba I

    12 0 4.671 1.170 5.255 7.310Karamba II 13 0 4.389 1.110 4.770 7.710

    Karamba III 13 0 5.264 3.340 5.200 7.020

    Karamba IV 13 0 5.284 1.080 5.410 8.940

    Karamba V 20 0 4.655 1.020 5.115 7.450

    Kerenceng 134 12 4.751 1.000 4.690 15.340

    P Gombong 10 0 4.997 2.940 4.940 8.090

    P. Astana 49 0 4.914 1.080 4.720 9.340

    Parung kalong 91 6 4.987 0.380 4.380 39.500

    Pasir Kole

    49 0 4.431 1.110 4.460 7.150

    PDAM 129 12 5.426 1.020 5.420 13.000

    Sodong 129 12 5.339 1.000 4.390 74.950

    T. Sindang 49 0 4.577 1.020 4.320 11.140

    Tailrace 53 0 3.724 1.000 3.820 8.560

    Taroko 129 12 5.117 1.000 4.750 14.000

    BOD is substance

    in water that

    consume Oxygen

    Biologically, it is

    not toxic

    substance, but

    creates oxygen

    depletion in water

    PP 82/2001 put

    2 mg/l for Class 1,

    3 mg/l for Class 2,

    6 mg/l for Class 3,

    12 mg/l for Class 4

    The mean and

    median values

    of BOD is 4 to5mg/l, This

    indicating that

    this water is in

    the class of 3.

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    Conclusion

    1. In general the reservoir water quality in respect to the ability to neutralize acid pollution from

    rain or from waste water is still good. The mean alkalinity of reservoir water was about 63.39

    mg/l,alkalinity that found

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    Conclusion, Continued.1

    1. Distribution of Total Dissolved Solids were not homogenous in water varied with depth and

    time.

    2. On the surface (between 0- 8 m): the means were about 194.06, 198,55, and 192.09, the

    median values about between 160 and 170 whereas at

    3. At the depth of 8 and 16 the means were 172 and 174 mg/l and median values 130 and 155

    mg/l.4. over the year 2009. 2010, 2011, 2012, and 2013 the means were almost the same between

    194-196 mg/l.

    5. The data has showed temporal and spatial variation which divide between depth and

    horizontal of the reservoir showing of stratification.

    6. Total Dissolved Solids follow more less to log normal distribution , whilst Chloride and

    sulphate fit to normal distribution. The concentration of Total Dissolved Solids may confirm

    that pollution had occurred in the reservoir by other soluble substance such as organic

    nitrate, nitrite.

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    Conclusion, Continued 2

    1. Iron and Mangan, iron concentration varied with depth. Variation on the surface of the

    reservoir was greater than in the bottom.

    2. Sulfide is one of the target compound that contribute to the corrosion and incovenenience

    due to its smell in reservoir. Mean values of sulfide over the year between 2009 and 2013

    concentration were about 0.01972 - 0.0760. These concentration exceeded the threshold

    limit values of human can smell sulfide which is about 0.0047 ppm or 16 times of threshold

    limit. A further study is required to estimate sulfide in the contribution of corrosion over

    structural facilities of the dam and its all appertunance.

    3. Though abundant in nature, ammonia, nitrate and nitrite is a controversion substance, a

    useful substance for agricultural purposes but if too much in the reservoir water resulting to

    eutrophication, eventually make the reservoir too much algae, and water plant.

    4. Particularly for ammonia, high concentration of ammonia is toxic for living organism in waterfish especially.

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    Conclusion, Continued 3

    BOD-COD are not a toxic substance but due to its presence may create

    problems of oxygen depletion in waterbodies, particularly if such

    waterbodies are designated used for fish and other useful living organism

    in water. BOD concentration with the mean values were between 3.724

    and 5.426 mg/l, median values between 3.820 and 5.420. Similar values of

    mean and median showed a perfect normal distribution, the range valuesthe minimum and maximum were between 0.380 mg/l and 17 mg/l. COD

    showed a similar pattern to BOD, COD means values were between 10.274

    and 14.118, the median between 9.730 and 14.28.

    For the future BOD concentration may be predicted by examination of

    COD. A rough estimate from the whole examination of BOD and COD, the

    ratio of BOD over COD still indicated of a kind biodegradeable organics.

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    Conclusion Continued 4

    In relation to the number of sampling points and the variation

    concentration in the whole body of reservoir, it can be concluded that

    there are conservative substance like chloride, sulfate and carbonate that

    almost homogenous along the horizontal plane of the reservoir, indicating

    that taking any one place on the surface between 2 to 8 m depth, we can

    obtain a representative sample points, whereas for substance like BOD thevariation had occurred in varying time and location, so taking a sample

    from any one place will not represent the whole water reservoir.

    It is now an urgent needs to use an instrumental methods for the

    management of reservoir water to measure water quality onsite.

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    Recommendation

    More Frequent versus More Points of sampling. Sampling is a part of water quality management action. It takes cost

    There is spatial variation and temporal variation of water quality in water

    bodies, more points of sampling and more frequent of sampling will more

    represents of sampling for water bodies.

    Since temporal variation is more significant than spatial variation, so require

    more frequent of sampling. It will give more realistic condition of the reservoir.

    At least it requires daily of sampling if we concern to manage pollution that

    may occur in the reservoir

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    Proposed for Frequency of sampling

    for W Quality in the reservoir

    Daily * Weekly/2 weekly MonthlyConductivity

    Ammonium

    DO

    pH

    Turbidity

    Temperature

    Hardness

    Manganese

    Nitrite

    Nitrate

    Suspended Solids

    Organic matter

    TDS

    BOD

    COD

    Total Coli***

    Deterjen

    Sulfate

    Sulphide

    Hg

    Ba

    Cd

    Cr

    Se

    Zn

    Cu

    Pb

    Ca

    Chloride

    Fluoride

    Iron

    * It would be good to

    be carried out in Real

    Time measurement

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    Location of sampling points