1
GATE CE 2024 Set 2
Numerical
+1
-0

A 2 m wide rectangular channel is carrying a discharge of 30 m3/s at a bed slope of 1 in 300. Assuming the energy correction factor as 1.1 and acceleration due to gravity as 10 m/s2, the critical depth of flow (in meters) is __________ (rounded off to 2 decimal places).

Your input ____
2
GATE CE 2024 Set 1
MCQ (Single Correct Answer)
+1
-0.33

The number of degrees of freedom for a natural open channel flow with a mobile bed is

A

2

B

3

C

4

D

5

3
GATE CE 2024 Set 1
Numerical
+1
-0

A 30 cm diameter well fully penetrates an unconfined aquifer of saturated thickness 20 m with hydraulic conductivity of 10 m/day. Under the steady pumping rate for a long time, the drawdowns in two observation wells located at 10 m and 100 m from the pumping well are 5 m and 1 m, respectively. The corresponding pumping rate (in m³/day) from the well is _____________ (rounded off to 2 decimal places).

Your input ____
4
GATE CE 2022 Set 2
MCQ (Single Correct Answer)
+1
-0.33

The dimension of dynamic viscosity is :

A
M L$$-$$2 T$$-$$2
B
M L0 T$$-$$1
C
M L$$-$$1 T$$-$$2
D
M L$$-$$1 T$$-$$1
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