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42. The flow in line AD 0.219 m³/s 0.203 m³/s 0.234 m³/s 0.126 m³/s 43. The flow in line DC 0.186 m³/s 0.121 m³/s 0.159 m³/s 0.174 m³/s 44. The elevation of reservoir B 92.76 m 90.07 m 91.13 m 99.06 m

42. The flow in line AD 0.219 m³/s 0.203 m³/s 0.234 m³/s 0.126 m³/s 43. The flow in line DC 0.186 m³/s 0.121 m³/s 0.159 m³/s 0.174 m³/s 44. The elevation of reservoir B 92.76 m 90.07 m 91.13 m 99.06 m

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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Situation 5: Reservoir B in the figure supply 0.06 m³/s of flow. Determine the following A EL 100 m L= 1350 m D = 400 mm f = 0.021 42. The flow in line AD 0.219 m³/s 0.203 m³/s 0.234 m³/s 0.126 m³/s 43. The flow in line DC 0.186 m³/s 0.121 m³/s 0.159 m³/s 0.174 m³/s 44. The elevation of reservoir B 92.76 m 90.07 m 91.13 m 99.06 m B L = 500 m D = 250 mm f = 0.0178 D L = 800 m D = 300 mm f = 0.0152 EL 82 m с
Transcribed Image Text:Situation 5: Reservoir B in the figure supply 0.06 m³/s of flow. Determine the following A EL 100 m L= 1350 m D = 400 mm f = 0.021 42. The flow in line AD 0.219 m³/s 0.203 m³/s 0.234 m³/s 0.126 m³/s 43. The flow in line DC 0.186 m³/s 0.121 m³/s 0.159 m³/s 0.174 m³/s 44. The elevation of reservoir B 92.76 m 90.07 m 91.13 m 99.06 m B L = 500 m D = 250 mm f = 0.0178 D L = 800 m D = 300 mm f = 0.0152 EL 82 m с
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