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A reservoir has the following elevation, discharge, and storage relationship. Elevation Storage Mm' (mcm) Outflow (m) (m'ls) 200.00 4.35 200.50 4.47 10 201.00 4.88 26 201.50 5.38 46 202.00 5.88 72 202.50 6.37 100 202.75 6.53 116 203.00 6.86 130 When the reservoir level was 200.50 m, the following flood hydrograph entered the reserVC Time (h) 6. 12 18 24 30 36 42 48 54 60 66 In flow (m'ls) 10 86 140 30 126 96 76 60 46 36 26 20 Route the flood to obtain the outflow hydrograph by Goodrich method.

A reservoir has the following elevation, discharge, and storage relationship. Elevation Storage Mm' (mcm) Outflow (m) (m'ls) 200.00 4.35 200.50 4.47 10 201.00 4.88 26 201.50 5.38 46 202.00 5.88 72 202.50 6.37 100 202.75 6.53 116 203.00 6.86 130 When the reservoir level was 200.50 m, the following flood hydrograph entered the reserVC Time (h) 6. 12 18 24 30 36 42 48 54 60 66 In flow (m'ls) 10 86 140 30 126 96 76 60 46 36 26 20 Route the flood to obtain the outflow hydrograph by Goodrich method.

Structural Analysis
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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A reservoir has the following elevation, discharge, and storage relationship. Elevation Storage Mm' (mcm) Outflow (m) (m'/s) 200.00 4.35 200.50 4.47 10 201.00 4.88 26 201.50 5.38 46 202.00 5.88 72 202.50 6.37 100 202.75 6.53 116 203.00 6.86 130 When the reservoir level was 200.50 m, the following flood hydrograph entered the reservo Time (h) 12 18 24 30 36 42 48 54 60 66 In flow (m'ls) 10 30 86 140 126 96 76 60 46 36 26 20 Route the flood to obtain the outflow hydrograph by Goodrich method.
Transcribed Image Text:A reservoir has the following elevation, discharge, and storage relationship. Elevation Storage Mm' (mcm) Outflow (m) (m'/s) 200.00 4.35 200.50 4.47 10 201.00 4.88 26 201.50 5.38 46 202.00 5.88 72 202.50 6.37 100 202.75 6.53 116 203.00 6.86 130 When the reservoir level was 200.50 m, the following flood hydrograph entered the reservo Time (h) 12 18 24 30 36 42 48 54 60 66 In flow (m'ls) 10 30 86 140 126 96 76 60 46 36 26 20 Route the flood to obtain the outflow hydrograph by Goodrich method.
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