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
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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.
Transcribed Image Text: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.
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