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Accepted Papers - 3.pdf - UNESCO

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Table 3. Probability and recurrence interval of seasonal rainfall during monsoon period at<br />

Henwal watershed.<br />

No. Year Seasonal Rainfall in P = T = 1/P P (%)<br />

rainfall (mm) decreasing order N/(M+1)<br />

1 1988 1000.24 1061.40 0.08 13.00 7.69<br />

2 1989 718.60 1005.50 0.15 6.50 15.38<br />

3 1990 787.00 1000.24 0.23 4.33 23.08<br />

4 1991 698.30 995.40 0.31 3.25 30.77<br />

5 1992 541.70 902.70 0.38 2.60 38.46<br />

6 1993 995.40 866.30 0.46 2.17 46.15<br />

7 1994 866.30 787.00 0.54 1.86 53.85<br />

8 1995 1061.40 718.60 0.62 1.63 61.54<br />

9 1998 1005.50 698.30 0.69 1.44 69.23<br />

10 2000 902.70 664.40 0.77 1.30 76.92<br />

11 2001 367.80 541.70 0.85 1.18 84.62<br />

12 2002 664.40 367.80 0.92 1.08 92.31<br />

The climate balance based on rainfall and<br />

evapo-transpiration data showed that there were two<br />

excess and two deficit periods (Fig 3). The first<br />

excess period was from the 28 th week to 38 th week<br />

and second from the 2 nd week to the 8 th week. It is<br />

evident from Fig. 3 that crops face moisture stress<br />

from 39 th to 1 st standard meteorological week and<br />

from 9 th week to 27 th week. The first spell coincided<br />

with the sowing of rabi crop and its first critical<br />

stage of irrigation. Thus irrigation is required to<br />

mitigate moisture stress in this critical period.<br />

Rainfall, mm<br />

2000<br />

1800<br />

1600<br />

1400<br />

1200<br />

1000<br />

800<br />

600<br />

400<br />

200<br />

0<br />

Estimation and Analysis of Runoff : On the basis<br />

of the daily runoff values for 14 years, estimated by<br />

ANN model, the annual runoff and seasonal runoff<br />

values were computed for each year and are shown<br />

in Table 4. The annual runoff more than 500 mm<br />

was observed in 4 years, between 400 mm and<br />

500 mm in 5 years, and less than 400 mm in 4 years.<br />

The average annual and seasonal runoff was found<br />

to be 431.7 mm and 292.4 mm, respectively. The<br />

average seasonal runoff was found to be 70 per cent<br />

of annual runoff. The expected runoff and seasonal<br />

runoff during the first excess period was 665000<br />

m 3 and for second excess period was 175000 m 3 .<br />

0 10 20 30 40 50 60 70 80 90 100<br />

Probability (%)<br />

Fig. 2 : Annual rainfall at different probability levels.<br />

344

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