A square culvert is connected to the outlet point of the natural flow path for the 50yr return period stornmwater evert. The design discharge is 3.6m3/s. The culvert length is 25m and the slope is 0.003. If the maximum permissible headwater level is 3.6m above the culvert invert, what size of culvert should be used? The tail water level is 1.5m above the culvert invert. Assu square-edged entrance with head loss coefficient Ke = 0.5. Darcy friction coefficient f is 0.03.

A square culvert is connected to the outlet point of the natural flow path for the 50yr return period stornmwater evert. The design discharge is 3.6m3/s. The culvert length is 25m and the slope is 0.003. If the maximum permissible headwater level is 3.6m above the culvert invert, what size of culvert should be used? The tail water level is 1.5m above the culvert invert. Assu square-edged entrance with head loss coefficient Ke = 0.5. Darcy friction coefficient f is 0.03.

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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