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Determine whether a 1.5 m × 1.5 m reinforced concrete box culvert with 45° flared wing- walls and beveled edge at top of inlet carrying a 50-ycar flow rate of 5.4 m³/s will operate under inlet or outlet control for the following conditions. Assume k, = 0.5. Design headwater elevation (EL,,) = 31.5 m Elevation of stream bed at face of invert = 29.87 m Tailwater depth = 1.43 m Approximate length of culvert = 60 m Slope of stream - 1.5% n- 0.012

Determine whether a 1.5 m × 1.5 m reinforced concrete box culvert with 45° flared wing- walls and beveled edge at top of inlet carrying a 50-ycar flow rate of 5.4 m³/s will operate under inlet or outlet control for the following conditions. Assume k, = 0.5. Design headwater elevation (EL,,) = 31.5 m Elevation of stream bed at face of invert = 29.87 m Tailwater depth = 1.43 m Approximate length of culvert = 60 m Slope of stream - 1.5% n- 0.012

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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Determine whether a 1.5 m × 1.5 m reinforced concrete box culvert with 45° flared wing- walls and beveled edge at top of inlet carrying a 50-ycar flow rate of 5.4 m³/s will operate under inlet or outlet control for the following conditions. Assume k, = 0.5. Design headwater elevation (EL,,) = 31.5 m Elevation of stream bed at face of invert = 29.87 m Tailwater depth = 1.43 m Approximate length of culvert = 60 m Slope of stream - 1.5% n- 0.012
Transcribed Image Text:Determine whether a 1.5 m × 1.5 m reinforced concrete box culvert with 45° flared wing- walls and beveled edge at top of inlet carrying a 50-ycar flow rate of 5.4 m³/s will operate under inlet or outlet control for the following conditions. Assume k, = 0.5. Design headwater elevation (EL,,) = 31.5 m Elevation of stream bed at face of invert = 29.87 m Tailwater depth = 1.43 m Approximate length of culvert = 60 m Slope of stream - 1.5% n- 0.012
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