8.3 A small reservoir has the following storage elevation relationship. Elevation (m) Storage (10° m³) 55.00 58.00 60.00 61.00 62.00 63.00 250 650 1000 1250 1500 1800 A spillway provided with its crest at elevation 60.00 m has the discharge relationship Q=15 HP, where H=head of water over the spillway crest. When the reservoir elevation is at 58.00 m a flood as given below enters the reservoir. Route the flood and determine the maximum reservoir elevation, peak outflow and attenuation of the flood peak. Time (h) Inflow (m³/s) 12 15 18 24 30 36 42 5 20 40 60 50 32 22 15 10

8.3 A small reservoir has the following storage elevation relationship. Elevation (m) Storage (10° m³) 55.00 58.00 60.00 61.00 62.00 63.00 250 650 1000 1250 1500 1800 A spillway provided with its crest at elevation 60.00 m has the discharge relationship Q=15 HP, where H=head of water over the spillway crest. When the reservoir elevation is at 58.00 m a flood as given below enters the reservoir. Route the flood and determine the maximum reservoir elevation, peak outflow and attenuation of the flood peak. Time (h) Inflow (m³/s) 12 15 18 24 30 36 42 5 20 40 60 50 32 22 15 10

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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