Q2/ An inverted siphon at a twin opening was used to pass a discharge of canal under main road with head loss of ( 0.2m ). The inner dimensions of this siphon are ( 1.5 X 1.5 )m, safety screen was used at entry and exit. Two elbows were used in this siphon. Find the discharge of canal , using the following data : Manning of siphon = 0.13 , cross section area of canal = 6.8m² , Kentry = 0.2 Kest = 0.3 , Keibonr = 0.05 , length of siphon = ( 40 + 70 + 4 ). ( hint : sketch the structure ) %3D %3D %3D

Q2/ An inverted siphon at a twin opening was used to pass a discharge of canal under main road with head loss of ( 0.2m ). The inner dimensions of this siphon are ( 1.5 X 1.5 )m, safety screen was used at entry and exit. Two elbows were used in this siphon. Find the discharge of canal , using the following data : Manning of siphon = 0.13 , cross section area of canal = 6.8m² , Kentry = 0.2 Kest = 0.3 , Keibonr = 0.05 , length of siphon = ( 40 + 70 + 4 ). ( hint : sketch the structure ) %3D %3D %3D

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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