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GATE CE 2024 Set 1
Numerical
+2
-0

A spillway has unit discharge of 7.5 m3/s/m. The flow depth at the downstream horizontal apron is 0.5 m. The tail water depth (in meters) required to form a hydraulic jump is ___________ (rounded off to 2 decimal places).

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2
GATE CE 2016 Set 1
Numerical
+2
-0
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as 10$$kN/m^3$$ and unit weight of concrete as 24$$kN/m^3$$, the uplift force per unit length of the dam (expressed in kN/m) at PQ is____. GATE CE 2016 Set 1 Irrigation - Gravity Dams and Spillways Question 6 English
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