(a) the outflow hydrograph (b) the reservoir elevation vs time curve

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 1
The storage, elevation and outflow data of a reservoir are given below in Table 1. When the
spillway crest is at elevation 300.2 m, the following flood given in Table 2 was expected into
the reservoir. If the reservoir surface is at elevation 300.00 m at the commencement of the
inflow, route the flood to determine the
(a) the outflow hydrograph
(b) the reservoir elevation vs time curve
Table 1
Elevation, m
Storage (S) 106 m3
Outflow discharge (Q) m³/s
299.5
4.8
300.2
5.5
300.7
19
301.2
6.6
50
301.7
7.2
94
302.2
7.9
144
302.7
8.8
200
Table 2
Time, h
Flood discharge, m3/s
13
3
25
6
65
75
12
66
15
54
18
40
col i
Transcribed Image Text:Problem 1 The storage, elevation and outflow data of a reservoir are given below in Table 1. When the spillway crest is at elevation 300.2 m, the following flood given in Table 2 was expected into the reservoir. If the reservoir surface is at elevation 300.00 m at the commencement of the inflow, route the flood to determine the (a) the outflow hydrograph (b) the reservoir elevation vs time curve Table 1 Elevation, m Storage (S) 106 m3 Outflow discharge (Q) m³/s 299.5 4.8 300.2 5.5 300.7 19 301.2 6.6 50 301.7 7.2 94 302.2 7.9 144 302.7 8.8 200 Table 2 Time, h Flood discharge, m3/s 13 3 25 6 65 75 12 66 15 54 18 40 col i
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