WATER QUALITY DATA 2008 | CPCB ENVIS
 WATER QUALITY OF RIVER GHATPRABHA, MALPRABHA, NIRA, TUNGHABHADRA, TUNGHA, BHADRA, MUSI, PALLERU, MUNERU, CHANDRABHAGA, KAGINA, VENNA, KOYNA, MULA, MUTHA, MULA-MUTHA, PAWANA, INDRAYANI, NAKKAVAGU, KUNDU, KINNERSANI & HUNDRI - 2008
STATION CODE LOCATIONS TEMPERATURE şC D.O. (mg/l) pH CONDUCTIVITY (µmhos/cm) B.O.D. (mg/l) NITRATE- N (mg/l) NITRITE- N (mg/l) FECAL COLIFORM (MPN/100ml) TOTAL COLIFORM (MPN/100ml)
Min Max Mean Min Max Mean Min Max Mean Min Max Mean Min Max Mean Min Max Mean Min Max Mean Min Max Mean Min Max Mean
WATER QUALITY CRITERIA       > 4 mg/l 6.5-8.5 < 2250 µmhos/cm < 3 mg/l             < 2500 MPN/100ml < 5000 MPN/100ml
1185 GHATPRABHA AT D/S OF MUDHOL RD. CROSS BDG., KARNATAKA 26 28 27 5.2 6.5 6.03 7.8 8.1 7.9 440 1120 697 0.3 1.2 0.60 6.8 25.5 13.3       12 900 471 34 1600 1078
1163 GHATPRABHA AT W.A. POINT TO GOKAK TOWN,KARNATAKA 26 36 29 6.1 8.5 7.15 7.7 8.5 8.0 300 550 443 0.6 2.7 1.18 5.1 20.3 13.5       80 900 695 220 1600 1255
1187 MALPRABHA AT D/S OF KHANAPUR VILLAGE,KARNATAKA 25 36 29 4.5 7.9 6.40 7.3 7.8 7.5 180 580 323 0.1 4.1 1.73 3.6 4.7 4.0       280 900 745 1600 9000 3450
1164 MALPRABHA AT WATER ABSTR. PT. TO HUBLI,DHARWAR,KARNATAKA 28 30 29 6.5 7.2 6.78 7.9 8.4 8.2 260 420 345 0.1 0.6 0.35 2.3 4.5 3.1       8 300 154 22 900 516
1186 MALPRABHA AT D/S OF AIHOLE TOWN, KARNATAKA 26 34 29 5.8 7.6 6.80 7.8 8.3 8.1 630 2400 1110 0.2 1.7 0.90 4.0 19.9 11.0       280 900 645 1600 1900 1675
2195 NIRA RIVER AT D/S OF JUBILANT ORGANOSIS, PUNE. 25 29 27 2.8 5.8 4.27 7.3 8.5 8.0 195 1434 964 6.5 21.2 12.8 0.1 0.5 0.2 0.6 0.6 0.6 70 275 181 225 1600 871
1463 NIRA AT SAROLE BDG.ON PUNE-BANGLORE HIGHWAY, MAHARASHTRA 22 32 25 4.9 6.9 6.22 7.5 8.8 8.1 78 784 348 5.6 11.5 7.93 0.1 0.3 0.1       75 250 143 350 1600 746
2186 VENNA RIVER AT VARYE, SATARA. 17 21 19 5.9 6.8 6.17 7.7 8.4 8.0 293 406 349 3.5 12 7.17 0.1 0.2 0.1       40 170 104 425 900 704
2189 KOYNA RIVER AT KARAD. 17 21 20 1.7 6.5 5.13 7.9 8.5 8.1 92 350 193 5.8 35.5 13.4 0.1 0.3 0.1       30 150 79 350 900 579
2194 MULA RIVER AT HARRISON BRIDGE NEAR MULA- PAWANA SANGAM. 24 30 27 1 4.9 3.92 7.6 8.4 7.8 157 3330 875 14.5 32 21.7 0.1 0.8 0.4 0.1 0.1 0.1 95 550 288 275 1800 1188
2193 MULA RIVER AT AUNDH BRIDGE, AUNDGAON. 24 30 27 0 5.4 3.38 7.3 8.4 7.9 233 617 414 10.5 50 21.8 0.1 0.5 0.2       80 425 284 425 1800 1388
2192 MULA-MUTHA  RIVER AT MUNDHAWA BRIDGE. 26 31 28 0 5.1 3.18 7.4 8.4 7.8 133 497 334 9.8 36 20.6 0.1 0.6 0.3       200 350 250 900 1800 1433
2191 MUTHA RIVER AT SANGAM BRIDGE NEAR GANAPATHY GHAT. 26 32 28 0 3 1.12 7.2 8.3 7.7 353 495 432 20.5 32 26.2 0.1 0.4 0.2       110 350 260 1600 1800 1700
2196 PAWANA RIVER AT SANGAVIGAON, PUNE. 23 29 26 0.3 6 2.87 7.3 8.3 7.8 391 759 537 6.7 36 19.8 0.1 0.3 0.2 0.1 0.1 0.1 200 275 230 275 1800 1413
2197 INDRAYANI RIVER AT D/S OF ALANDIGAON, PUNE 22 26 24 0 6.1 4.15 7.7 8.4 8.0 186 629 354 7.2 36 15.3 0.1 0.2 0.1       65 350 162 350 1600 808
38 TUNGHABHADRA AT HONNALI BRIDGE, KARNATAKA 25 27 26 7 7.4 7.25 7.2 8.6 7.9 200 330 252 1.2 2.6 1.88 0.1 0.3 0.2       30 70 53 50 90 71
1029 TUNGHABHADRA AT HARALAHALLI BRIDGE, KARNATAKA 26 28 26 7.4 8.5 7.86 7.5 8.5 8.1 171 330 264 1.3 2 1.74 0.2 0.3 0.2       50 50 50 60 70 62
29 TUNGHABHADRA AT ULLANUR, KARNATAKA 26 29 27 6.4 8.2 7.60 7.6 8.8 8.2 400 1040 743 1.3 5.2 3.10 0.1 1.0 0.5       2400 54000 17271 5000 92000 30375
1785 MANTHRALAYAM , KURNOOL DIST., A.P 25 26 25 7 7.4 7.23 7.4 8.2 8.0 951 1129 1046 2.2 3 2.60 0.8 5.7 2.8 0.1 0.1 0.1 90 170 131 1100 2100 1425
1174 TUNGHABHADRA AT KURNOOL U/S, BAVAPURAM, A.P. 25 27 26 6 7 6.75 7.2 7.8 7.6 968 1137 1032 2.4 3.3 2.93 0.2 3.0 1.5 0.1 0.1 0.1 70 260 145 1400 1700 1475
1168 TUNGHA AT D/S OF SHIMOGA TOWN, KARNATAKA 25 27 26 6.1 7 6.63 6.9 7.7 7.1 140 250 199 1.3 2.4 1.89 0.1 0.2 0.2 0.1 0.1 0.1 70 170 89 90 200 114
1896 CONFLUENCE POINT OF TUNGA AND BHADRA AT KUDLI 24 26 25 5.2 6 5.60 7.3 7.9 7.6 280 410 345 1.4 2.2 1.80 0.2 0.3 0.3       80 130 105 110 170 140
1091 BHADRA AT MALLESWARAM D/S OF KIOCL KARNATAKA 20 27 22 6 7.1 6.75 6 8.3 7.0 60 230 94 1 2 1.55 0.1 0.4 0.2       150 400 285 300 1800 1177
1387 BHADRA AT D/S OF BHADRAVATHI, KARNATAKA 24 27 25 3.9 6.4 4.86 7 7.6 7.2 300 420 340 2.4 4.4 3.56 0.3 0.3 0.3       300 500 471 500 900 843
1169 BHADRA AT D/S OF KIOCL ROAD BRIDGE, NEAR HOLEHUNNUR,KARNATAKA 24 28 26 4.9 6.6 5.70 7.3 7.7 7.5 230 390 304 1.9 3.1 2.31 0.2 0.3 0.2       110 280 197 140 350 249
1172 MUSI U/S AT HYDERABAD, A.P. 22 39 28 5.2 11 7.59 6.7 8.7 8.0 246 1562 485 0.5 4.2 1.68 0.4 39.0 5.3 0.1 0.1 0.1 0 165 24 4 680 163
1173 MUSI D/S AT HYDERABAD, A.P. 20 28 25 0 4 1.24 6.8 8.1 7.4 1005 1677 1389 5 23 12.9 1.6 16.0 6.8 0.1 15.4 2.01 2 220 98 40 21000 3291
2339 RIVER MUSI AT NAGOLE,RANGAREDDY 22 26 24 0.5 7.5 3.35 6.6 8.3 7.6 1003 2020 1408 4 34 16.3 0.3 9.8 3.9 0.1 1.8 0.4 15 170 98 70 680 371
1178 PALLERU BEFORE CONFL. WITH KRISHNA, JAGGAYYAPET, A.P. 25 30 28 8 10.5 8.95 7.6 8.3 8.1 563 709 630 0.8 2.2 1.50 0.1 1.5 0.9 0.1 0.1 0.1 2 7 5 2200 2800 2550
1177 MUNERU BEFORE CONFL. WITH KRISHNA, NANDIGAMA, A.P. 26 29 28 7.2 9.4 8.65 7.7 8.4 8.1 592 689 628 1 2.4 1.60 0.1 1.9 0.9 0.1 0.2 0.13 2 6 5 2200 3000 2550
1911 CHANDRABHAGA U/S OF PANDHARPUR TOWN 24 30 27 5.6 6.2 5.90 7.8 8.3 8.1 553 1414 1121 6.8 10.5 8.57 0.1 0.1 0.1       80 130 102 425 900 625
1912 CHANDRABHAGA D/S OF PANDHARPUR TOWN 29 32 30 5.1 6.5 5.63 8 8.7 8.3 680 1397 1036 6.6 12 8.65 0.1 0.2 0.1       170 225 198 900 1600 1250
1895 KAGINA D/S OF SEWAGE DISPOSAL POINT 26 34 31 6 7 6.65 7.7 8.6 8.3 520 790 598 1.8 4 2.60 0.2 0.6 0.3       900 9000 4400 1600 30000 15867
2349 RIVER NAKKAVAGU, BACHUGUDEM,MEDAK 29 29 29 7 7 7.00 7.4 7.7 7.6 2380 5390 3885 50 50 50.0 20.0 65.0 42.5                  
2350 RIVER HUNDRI, JOHARPUR(V), NEAR TEMPLE, KURNOOL 25 26 25 6.4 8 7.12 7.4 8.4 7.8 638 1057 839 2 3.8 3.08 0.7 5.0 2.5 0.1 0.1 0.1 49 280 136 800 1700 1266
2351 RIVER KUNDU, NANDYAL, NEAR OVER BDG., KURNOOL 24 25 25 7 7 7 7.5 8.1 7.8 556 867 711.5 3 3.2 3.1 2 3 2.5 0.1 0.1 0.1 94 130 112 1100 1400 1250
2372 KINNERASANI A/C OF KTPS ASH POND EFFLUENTS, KHAMMAM 20 25 21 6.9 7.7 7.3 7.2 8.3 7.8 197 365 326 0.8 5.0 1.9 0.1 0.8 0.3 0.1 0.1 0.1 2 7 4 1100 2600 1800