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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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