Water Availability
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Transcript of Water Availability
![Page 1: Water Availability](https://reader034.fdocuments.us/reader034/viewer/2022052509/563db7ee550346aa9a8f4529/html5/thumbnails/1.jpg)
WATER AVAILABILITY
Umboro
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DURATION CURVE
Discharge a m3/s occur along observation period (100%) Discharge b m3/s only occur half of observation period (50%)
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Depenable Discharge
Storage volume
Release volume
Depenable discharge
Q (m3/s)
![Page 4: Water Availability](https://reader034.fdocuments.us/reader034/viewer/2022052509/563db7ee550346aa9a8f4529/html5/thumbnails/4.jpg)
Calculation of Duration curve
Daily Q (m3/s) Frequency Total Frequency % Cumulative
5 22 365 100
10 46 343 94
15 118 297 81
20 84 179 49
25 42 95 26
30 34 53 14.5
40 14 19 5.2
50 5 5 1.4
365
![Page 5: Water Availability](https://reader034.fdocuments.us/reader034/viewer/2022052509/563db7ee550346aa9a8f4529/html5/thumbnails/5.jpg)
Duration Curve
![Page 6: Water Availability](https://reader034.fdocuments.us/reader034/viewer/2022052509/563db7ee550346aa9a8f4529/html5/thumbnails/6.jpg)
Mass curve
Hydrograph (left) and Mass curve (right)
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![Page 8: Water Availability](https://reader034.fdocuments.us/reader034/viewer/2022052509/563db7ee550346aa9a8f4529/html5/thumbnails/8.jpg)
Mass Curve Calculation T (hour) Q (m3/s) V (10^3 m3 Vcum (10^3 m3)
0 4 0 0
1 10 25.2 25.2
2 15 45.0 70.2
3 25 72.0 142.2
4 20 81.0 223.2
5 18 68.4 291.6
. . . .
. . . .
. . . .
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Reservoir Design Example
• Water demand of a city is function of percentage daily
maximum water demand.
• Water supplied by continue pump station from 08.00 am
to 6 pm.
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Time (hour) Water demand (% max daily water demand)
Water supply (% max daily water demand)
0-1 2 -
1-2 1 -
2-3 0.5 -
3-4 0.5 -
4-5 0.5 -
5-6 2.5 -
6-7 3 -
7-8 3 -
8-9 4 10
9-10 6 10
10-11 4 10
11-12 7.5 10
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Time (hour) Water demand (% max daily water demand)
Water supply (% max daily water demand)
11-12 7.5 10
12-13 11 10
13-14 8.5 10
14-15 7 10
15-16 5 10
16-17 5 10
17-18 5 10
18-19 5 -
19-20 5 -
20-21 7 -
21-22 5 -
22-23 2 -
23-24 2 -
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Time (hour) Water demand (% max daily
water demand)
Water supply (% max daily
water demand)
Different Cummulative different
0-1 2 - -2 -2
1-2 1 - -1 -3
2-3 0.5 - -0.5 -3.5
3-4 0.5 - -0.5 -4
4-5 0.5 - -0.5 -4.5
5-6 2.5 - -2.5 -7.0
6-7 3 - -3 -10
7-8 3 - -3 -13 *
8-9 4 10 +6 -7
9-10 6 10 +4 -3
10-11 4 10 +6 +3
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Time (hour) Water demand (% max daily
water demand)
Water supply (% max daily
water demand)
Different Cummulative different
11-12 7.5 10 +2.5 +5.5
12-13 11 10 -1 +4.5
13-14 8.5 10 +1.5 +6.0
14-15 7 10 +3 +9.0
15-16 5 10 +5 +14.0
16-17 3 10 +7 +21.0
17-18 5 10 +5 +26*
18-19 5 - -5 +21
19-20 5 - -5 +16
20-21 7 - -7 +9
21-22 5 - -5 +4
22-23 2 - -2 +2
23-24 2 - -2 0
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RESERVOIR VOLUME VOLUME RESERVOIR = 13 + 26 = 39 % DAILY MAX
WATER DEMAND
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Mass inflow and mass outflow