*continuity eqn + Bernoulli’s Eqn.*check that flow after the sluice is supercritical*if supercritical, find conjugate depth of hydraulic jump*find velocities at different locations*force on the blocks = difference in hydrostatic pressure forces + difference in dynamic impact forces A sluice across a channel 6 m wide discharges a stream 1.2 m deep. What will be the tlowif the upstream depth is 6 m?The conditions downstream cause an hydraulic jump to occur at a place where concreteblocks have been placed in the bed. What will be the force on the blocks if the downstreamdepth is 3.06 m?[71 3 mI 196 kNI

A sluice across a channel 6 m wide discharges a stream 1.2 m deep. What will be the tlow if the upstream depth is 6 m? The conditions downstream cause an hydraulic jump to occur at a place where concrete blocks have been placed in the bed. What will be the force on the blocks if the downstream depth is 3.06 m? [71 3 m I 196 kNI

A sluice across a channel 6 m wide discharges a stream 1.2 m deep. What will be the tlow if the upstream depth is 6 m? The conditions downstream cause an hydraulic jump to occur at a place where concrete blocks have been placed in the bed. What will be the force on the blocks if the downstream depth is 3.06 m? [71 3 m I 196 kNI

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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