*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

See similar textbooks

Similar questions

Give me right answer with clear calculations.
Explain
Assume the reservoir is very large in the figure below. What should be the angle (in degrees) be if each graduation corresponds to 1 lb/ft? gage pressure for PA. Answer only the numerical value in degrees. Assumptions: 1. inclined arm is fitted with 1 in apart 2. SG of fluid = 0.827 PA D = in Reservoir
2- A hydraulic jump is situated in a 4-m wide rectangular channel. The discharge in the channel is 7.5 m³/s, and the depth upstream of the jump is 0.3 m. a) Determine the conjugate depth of the jump, y2 b) Use momentum equation and calculate the drag force, FD excreted from water to the block if the downstream depth rises to y3=2.7 m. V1 V₁ FD
Please give correct answer Subject is fluid mechanics
Water flows through the permeable layer as shown. Given H=3.5ft, h=4.6ft, L=120ft, α=14°, and k=0.0016ft/sec. Consider 1 ft width perpendicular to the figure. a. Calculate the hydraulic gradient in percent. b. Calculate the flow of water per ft width in cu.ft./hr. Please answer this asap. For upvote. Thank you in advance
Please answer and show all of your nice and clear plese.
I need the answer as soon as possible
I need the answer as soon as possible