The discharge carried by regime canal of bed width 22 m and water depth 2.5 m is about

Civil

The flow in a long 4.0 m wide rectangular channel is 8.0 m¾. The normal depth of the flow is 1.5 m. If at a certain section P the depth of flow is 1.2 m, the depth of flow downstream of section P would be

2. Reservoir A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction x. the elevation of reservoir A is 300 m, reservoir B is 302. 5 m, ad reservoir C is 277 m. A) Compute the flow rate at reservoir A B) Compute the flow rate at reservoir B C) Compute the reservoir C VEL 300 m Qa=0.19326 m³/s Qb = 0.3476 m/s (giver) Qc = 0.5408 m/s LEL 302.5 m VEL 277 m Pipe 1 2 3 0.0208 0.0168 0.0175 diameter (mm) 900 600 450 Length (m ) 800 1200 1000