1
GATE CE 2023 Set 1
Numerical
+2
-0
In Horton’s equation fitted to the infiltration data for a soil, the initial infiltration capacity is 10 mm/h; final infiltration capacity is 5 mm/h; and the exponential decay constant is 0.5 /h. Assuming that the infiltration takes place at capacity rates, the total infiltration depth (in mm) from a uniform storm of duration 12 h is ____________. (round off to one decimal place) 
Your input ____
2
GATE CE 2023 Set 1
Numerical
+1
-0
A canal supplies water to an area growing wheat over 100 hectares. The duration between the first and last watering is 120 days, and the total depth of water required by the crop is 35 cm. The most intense watering is required over a period of 30 days and requires a total depth of water equal to 12 cm. Assuming precipitation to be negligible and neglecting all losses, the minimum discharge (in m3 /s, rounded off to three decimal places) in the canal to satisfy the crop requirement is __________________.
Your input ____
3
GATE CE 2023 Set 1
MCQ (Single Correct Answer)
+1
-0.33
Creep of concrete under compression is defined as the _________. 
A
increase in the magnitude of strain under constant stress
B
increase in the magnitude of stress under constant strain
C
decrease in the magnitude of strain under constant stress
D
decrease in the magnitude of stress under constant strain
4
GATE CE 2023 Set 1
MCQ (Single Correct Answer)
+1
-0.33
A singly reinforced concrete beam of balanced section is made of M20 grade concrete and Fe415 grade steel bars. The magnitudes of the maximum compressive strain in concrete and the tensile strain in the bars at ultimate state under flexure, as per IS 456 ∶ 2000 are ________, respectively. (round off to four decimal places)
A
0.0035 and 0.0038
B
0.0020 and 0.0018 
C
0.0035 and 0.0041
D
0.0020 and 0.0031
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