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7.6
MONITORING OF YAMUNA RIVER FOR ASSESSMENT OF WATER QUALITY (NRCD/MOEF PROJECT)
River Yamuna
a tributary of River Ganga flow in a stretch of 1376 km from Yamunotri to Allahabad.
The river is affected during its course by three major urban centers i.e. Delhi,
Mathura-Vrindavan and Agra. Among these three urban centers, Delhi stands first
based on the pollution contribution into river Yamuna (Table 7.3). The treated,
partially treated or untreated wastewater generated from the capital city finds
its way into the river or canals by twenty-two major drains. Out of these, twenty
drains join Yamuna directly while two drains join Agra and Gurgaon canal respectively.
The total pollution load in terms of Biochemical oxygen demand, disposed off into
the river by these drains is about 368.54 tonnes/day (Table 7.4). Out of this,
about 327.18 tonnes/day BOD load joins Yamuna River and rest i.e. 47.36 Tonnes/day
join the canals. On the basis of waste water discharge, Najafgarh drain is the
largest drain having average discharge of about 25.65 m3/sec (51.75 % of total
contribution by 22 drains) followed by Shahdara drain (8.96 m3/sec) and drain
near Sarita Vihar Bridge (4.43 m3/sec). Moat drain is the smallest drain having
average discharge of only about 0.06 m3/sec. Similarly, on the basis of BOD load
Najafgarh drain stand first with average BOD load of 121.57 Tonnes/day (about
33% of total BOD load of 22 drains) followed by Shahdara drain (64.71 Tonnes/day)
and Sarita Vihar drain (39.93 Tonnes/day). Moat drain is having average BOD load
of only 0.1 Tonnes/day. Out of the twenty-two drains, 10 biggest drains contribute
95.9% of the total discharge and 96.3% of the Total BOD load to the river.
The Yamuna river water quality data for Delhi stretch is depicted in Table
7.5. The river water samples were also collected from the origin of river Yamuna
i.e. Yamunotri in the month of June. The Total Coliform values were recorded much
higher (20700 Nos./100 ml) against the standard Total Coliform values for `B'
class of water (500 Nos./100 ml). It indicates that the river water is suitable
for bathing purpose. The reasons for high coliform count at Yamunotri are the
significant number of visiting tourists and Pilgrims. The high coliform count
at Yamunotri is observed only during the period of about six months, when the
Yamunotri temple is opened for the visitors.
Table
: 7.3 Discharge contributed by drains into River Yamuna in Delhi Stretch
| S.
No. | Drain |
Discharge
m3/sec | |||
|
Min |
Max |
Average |
% Contribution
of Total discharge | ||
| 1. | Najafgarh Drain | 20.21 |
37.99 |
25.65 |
51.75 |
| 2. | Magazine Road Drain | 0.03 |
0.33 |
0.08 |
0.16 |
| 3. | Sweepers Colony Drain | 0.03 |
1.0 |
0.21 |
0.42 |
| 4. | Khyber Pass Drain | 0.04 |
0.36 |
0.10 |
0.20 |
| 5. | Metcalf House Drain | 0.05 |
0.30 |
0.09 |
0.18 |
| 6. | ISBT Drain | 0.22 |
0.59 |
0.37 |
0.75 |
| 7. | Tonga Stand Drain | 0.02 |
0.70 |
0.10 |
0.20 |
| 8. | Moat Drain | 0.01 |
0.12 |
0.03 |
0.06 |
| 9. | Civil Mill Drain | 0.43 |
1.17 |
0.65 |
1.31 |
| 10. | Delhi Gate Drain | 0.30 |
0.99 |
0.64 |
1.29 |
| 11. | Sen Nursing Home Drain | 0.80 |
3.04 |
1.51 |
3.05 |
| 12. | Drain No. 12A | 0.11 |
1.27 |
0.34 |
0.69 |
| 13. | Drain No. 14 | 0.52 |
2.77 |
1.42 |
2.86 |
| 14. | Barapulla Drain | 0.03 |
11.52 |
1.83 |
3.69 |
| 15. | Maharani Bagh Drain | 0.43 |
3.32 |
1.00 |
2.02 |
| 16. | Kalkaji Drain | 0.01 |
0.32 |
0.08 |
0.16 |
| 17. | Tehkhand Drain | 0.06 |
0.24 |
0.11 |
0.22 |
| 18. | Tughlaqabad Drain | 0.03 |
0.19 |
0.08 |
0.16 |
| 19. | Shahdara Drain | 5.02 |
24.71 |
8.96 |
18.08 |
| 20. | Sarita Vihar Drain | 0.70 |
2.28 |
1.45 |
2.93 |
| 21. | Drain at LPG Bottling Plant | 0.23 |
0.81 |
0.44 |
0.89 |
| 22. | Drain near Sarita Vihar Bridge | 2.67 |
6.36 |
4.43 |
4.43 |
Table
: 7.4 BOD Load contributed to River Yamuna in Delhi Stretch
| S.
No. | Drain |
Discharge
m3/sec | |||
|
Min |
Max |
Average |
% BOD
Load (TPD) Contribution of Total BOD load | ||
| 1. | Najafgarh Drain | 64.60 |
459.53 |
121.57 |
32.99 |
| 2. | Magazine Road Drain | 0.36 |
3.93 |
1.61 |
0.44 |
| 3. | Sweepers Colony Drain | 0.07 |
1.76 |
0.73 |
0.20 |
| 4. | Khyber Pass Drain | 0.03 |
1.05 |
0.25 |
0.07 |
| 5. | Metcalf House Drain | 0.19 |
1.95 |
0.54 |
0.15 |
| 6. | ISBT Drain | 0.85 |
9.34 |
3.42 |
0.93 |
| 7. | Tonga Stand Drain | 0.25 |
8.16 |
1.50 |
0.41 |
| 8. | Moat Drain | 0.03 |
0.26 |
0.10 |
0.03 |
| 9. | Civil Mill Drain | 3.55 |
28.00 |
12.89 |
3.50 |
| 10. | Delhi Gate Drain | 4.58 |
25.41 |
10.61 |
2.88 |
| 11. | Sen Nursing Home Drain | 8.50 |
66.65 |
28.17 |
7.64 |
| 12. | Drain No. 12A | 0.17 |
3.19 |
0.63 |
0.17 |
| 13. | Drain No. 14 | 3.70 |
44.39 |
21.41 |
5.81 |
| 14. | Barapulla Drain | 0.06 |
103.20 |
14.30 |
3.88 |
| 15. | Maharani Bagh Drain | 8.75 |
60.51 |
23.99 |
6.51 |
| 16. | Kalkaji Drain | 0.05 |
1.71 |
0.49 |
0.13 |
| 17. | Tehkhand Drain | 0.38 |
2.77 |
1.43 |
0.39 |
| 18. | Tughlaqabad Drain | 0.23 |
1.71 |
0.68 |
0.18 |
| 19. | Shahdara Drain | 27.75 |
203.40 |
64.71 |
17.56 |
| 20. | Sarita Vihar Drain | 7.74 |
86.86 |
39.93 |
10.83 |
| 21. | Drain at LPG Bottling Plant | 0.32 |
6.29 |
2.33 |
0.63 |
| 22. | Drain near Sarita Vihar Bridge | 7.18 |
56.60 |
17.25 |
4.68 |
Table
: 7.5 Water quality of River Yamuna in Delhi stretch in respect of
selective
physico-chemical parameters between January to December, 2000
| S.
No. | Parameters |
Surface
WaterStandard | Value |
Palla
(u/s Wazirabad) | Nizamuddin
Bridge Midstream | Agra
Canal (originated from Okhla Barrage) | Okhla
d/s (Termination point) |
| 1. | pH (units) | 6.0-9.0 |
Min |
6.93 |
7.13 |
7.01 |
7.15 |
| Max |
8.84 |
8.04 |
8.78 |
8.32 | |||
| Av |
7.73 |
7.59 |
7.45 |
73 | |||
| 2. | Total dissolved solids (mg/l) | - |
Min |
99 |
- |
120 |
134 |
| Max |
446 |
- |
656 |
1057 | |||
| Av |
222 |
- |
367 |
645 | |||
| 3. | BOD (mg/l) | 3.0
(max) | Min |
1 |
5 |
3 |
2 |
| Max |
6 |
30 |
29 |
148 | |||
| Av |
2 |
18.17 |
13 |
47 | |||
| 4. | COD (mg/l) | - |
Min |
4 |
28 |
14 |
10 |
| Max |
27 |
97 |
79 |
335 | |||
| Av |
11 |
57.25 |
47 |
121 | |||
| 5. | Dissolved oxygen (mg/l) | 4.0
(min) | Min |
5.20 |
0 |
0.0 |
0.0 |
| Max |
14.12 |
4.43 |
4.6 |
9.0 | |||
| Av |
8.10 |
0.97 |
2.13 |
0.82 | |||
| 6. | Total Coliforms (Nos./100 ml) | 5000
(max) | Min |
2600 |
390000 |
310000 |
1170000 |
| Max |
215000 |
25200000 |
55000000 |
105000000 | |||
| Av |
34407 |
8800000 |
7501296 |
25244777 | |||
| 7. | Faecal Coliforms (Nos./100 ml)(Nos./100 ml) | - |
Min |
10 |
23800 |
4000 |
57000 |
| Max |
88000 |
8100000 |
7400000 |
22400000 | |||
| Av |
4932 |
1594900 |
737018 |
3575852 |