QUESTION 1 A 450 mm diameter culvert has been designed to convey a discharge of Q=0.5342 m³/s of storm-water under a residential road. The culvert is 38.5 m long and has a slope of 1.28%. The downstream flow depth was obtained as 0.35 m from a hydraulic analysis. You are required to determine: 1.1 the head required to convey the discharge through the culvert at full flow conditions; (a) If concrete pipe is used with a Manning's roughness coefficient of n = 0.0155 with an inlet headwall of socket type.

QUESTION 1 A 450 mm diameter culvert has been designed to convey a discharge of Q=0.5342 m³/s of storm-water under a residential road. The culvert is 38.5 m long and has a slope of 1.28%. The downstream flow depth was obtained as 0.35 m from a hydraulic analysis. You are required to determine: 1.1 the head required to convey the discharge through the culvert at full flow conditions; (a) If concrete pipe is used with a Manning's roughness coefficient of n = 0.0155 with an inlet headwall of socket type.

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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