Q2 The storage, elevation and outflow data of a reservoir are given below. Elevation (m) Storage 106 x m³ Outflow discharge m³ 3 299.50 4.8 300.20 5.5 300.70 6.0 15 301.20 301.70 6.6 40 7.2 75 302.20 7.9 115 302.70 8.8 160 The spillway crest is at elevation of 300.2. The following flood flow is expected to into reservoir Time (h) 6. 9. 12 15 18 21 24 27 Discharge m/s 10 20 52 60 53 43 32 22 16 10 If the reservoir surface is at elevation 300m at the commencement of the inflow route the flood to obtain (a) the outflow hydrograph (b) the reservoir elevation vs time curve.
Q2 The storage, elevation and outflow data of a reservoir are given below. Elevation (m) Storage 106 x m³ Outflow discharge m³ 3 299.50 4.8 300.20 5.5 300.70 6.0 15 301.20 301.70 6.6 40 7.2 75 302.20 7.9 115 302.70 8.8 160 The spillway crest is at elevation of 300.2. The following flood flow is expected to into reservoir Time (h) 6. 9. 12 15 18 21 24 27 Discharge m/s 10 20 52 60 53 43 32 22 16 10 If the reservoir surface is at elevation 300m at the commencement of the inflow route the flood to obtain (a) the outflow hydrograph (b) the reservoir elevation vs time curve.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q2
The storage, elevation and outflow data of a reservoir are given below.
Elevation (m)
Storage 106 x m³
Outflow discharge m³
299.50
4.8
300.20
5.5
300.70
6.0
15
301.20
6.6
40
301.70
7.2
75
302.20
7.9
115
302.70
8.8
160
The spillway crest is at elevation of 300.2. The following flood flow is expected to into
reservoir
Time (h)
3
9.
12
15
18
21
24
27
Discharge m³/s
10
20
52
60
53
43
32
22
16
10
If the reservoir surface is at elevation 300m at the commencement of the inflow route the
flood to obtain (a) the outflow hydrograph (b) the reservoir elevation vs time curve.
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