Accepted Papers - 3.pdf - UNESCO
Accepted Papers - 3.pdf - UNESCO
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