Water discharges from under a sluice gate into 10 m wide channel (slope = 0.001) at a flowrate of 28 m3/s as shown below. Assume n = 0.015. 1- Find critical and normal depths? 2- Classification of the water surface profile? 3- Quantitatively evaluate the profile downstream the gate until water surface height is 30 cm above the channel bottom? 4- where does the hydraulic jump start? Note: it is required to draw surface water profile
Water discharges from under a sluice gate into 10 m wide channel (slope = 0.001) at a flowrate of 28 m3/s as shown below. Assume n = 0.015. 1- Find critical and normal depths? 2- Classification of the water surface profile? 3- Quantitatively evaluate the profile downstream the gate until water surface height is 30 cm above the channel bottom? 4- where does the hydraulic jump start? Note: it is required to draw surface water profile
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Water discharges from under a sluice gate into 10 m wide channel (slope = 0.001) at a flowrate of 28 m3/s as shown below. Assume n = 0.015. 1- Find critical and normal depths?
2- Classification of the water surface profile?
3- Quantitatively evaluate the profile downstream the gate until water surface height is 30 cm above the channel bottom?
4- where does the hydraulic jump start? Note: it is required to draw surface water profile
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Step 1: Introduce the problem statement
VIEWStep 2: Determine critical and normal depths
VIEWStep 3: Water surface profile
VIEWStep 4: Plot water surface profile
VIEWStep 5: Calculate properties at opening of gate
VIEWStep 6: Calculate properties at vena contracta
VIEWStep 7: Calculate start of hydraulic jump
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