2- An inverted siphon required to pass canal discharge of under main road with 0.18mhead loss. The dimension of the siphon are (1.2*1.2) m. The arca in the canal is 7.2m?.Safety screen arc provided of cntry and exit. The two clbows has 22.5°. Find thedischarge of the canal. The length of siphon is 62m, f= 0.003, K1=0.2, K2-0.3,Kscreen 0.05, Kelbows-0.05.

The siphon dimension=1.2m x 1.2m, Area(A)=7.2 m2, Angle=22.5o, The length of siphon(L)=62 m,…

2- An inverted siphon required to pass canal discharge of under main road with 0.18m head loss. The dimension of the siphon are (1.2*1.2) m. The arca in the canal is 7.2m². Safety screen are provided of entry and exit. The two elbows has 22.5°. Find the discharge of the canal. The length of siphon is 62m, f-0.003, K1-0.2, K2-0.3, Kscreen 0.05, Kelbows-0.05.

2- An inverted siphon required to pass canal discharge of under main road with 0.18m head loss. The dimension of the siphon are (1.2*1.2) m. The arca in the canal is 7.2m². Safety screen are provided of entry and exit. The two elbows has 22.5°. Find the discharge of the canal. The length of siphon is 62m, f-0.003, K1-0.2, K2-0.3, Kscreen 0.05, Kelbows-0.05.

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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