Problem 12. (7.76 Chin) During a critical 24-month period the average monthly inflows to a reservoir and the average water demand are given in Table 7.10. Use these data to estimate the minimum required storage volume of the reservoir to overcome that critical period. TABLE 7.10 Average Average inflow (m³/s) demand (m³/s) Average Average inflow Average Average inflow (m³/s) demand (m³/s) demand Month* Month (m³/s) (m³/s) Month 1300 1200 1100 1350 1270 1120 850 1000 1550 17 1400 1130 1100 10 1600 18 1400 11 12 13 14 15 19 20 21 22 23 24 1310 1200 1370 1210 1400 1000 1170 1260 1300 1000 1230 1400 1320 1250 1240 1400 940 1000 1300 1400 820 1100 1200 880 1400 1040 1200 1100 930 1400 16 1290 1300 1080 1000

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 12. (7.76 Chin) During a critical 24-month period the average monthly inflows to a reservoir and
the average water demand are given in Table 7.10. Use these data to estimate the minimum required
storage volume of the reservoir to overcome that critical period.
TABLE 7.10
Average
inflow
Average
demand
(m³/s)
Average
inflow
Average
demand
Average Average
inflow
(m³/s)
demand
(m³/s)
Month*
(m³/s)
(m³/s)
(m³/s)
Month
Month
1000
1100
1200
1300
1350
1270
1120
1230
1320
1250
1240
1550
1600
850
1300
17
1400
1400
1400
1130
10
1200
18
11
12
13
19
20
21
1310
1370
1100
1000
1170
1210
1000
1400
1400
940
1000
1300
1260
1400
14
820
1100
22
1200
1400
1400
880
1040
1200
1300
15
23
1100
930
16
1290
24
1080
1000
Transcribed Image Text:Problem 12. (7.76 Chin) During a critical 24-month period the average monthly inflows to a reservoir and the average water demand are given in Table 7.10. Use these data to estimate the minimum required storage volume of the reservoir to overcome that critical period. TABLE 7.10 Average inflow Average demand (m³/s) Average inflow Average demand Average Average inflow (m³/s) demand (m³/s) Month* (m³/s) (m³/s) (m³/s) Month Month 1000 1100 1200 1300 1350 1270 1120 1230 1320 1250 1240 1550 1600 850 1300 17 1400 1400 1400 1130 10 1200 18 11 12 13 19 20 21 1310 1370 1100 1000 1170 1210 1000 1400 1400 940 1000 1300 1260 1400 14 820 1100 22 1200 1400 1400 880 1040 1200 1300 15 23 1100 930 16 1290 24 1080 1000
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