1
GATE CE 2023 Set 2
MCQ (Single Correct Answer)
+1
-0.33

Which one of the following options provides the correct match of the terms listed in Column-1 and Column-2?

Column-1 Column-2
P: Horton equation IV: Infiltration
Q: Muskingum method V: Channel routing
R: Penman method III: Evapotranspiration
I: Precipitation
II: Flood frequency
A
P - IV, Q - V, R - III
B
P - III, Q - IV, R - I
C
P - IV, Q - III, R - II
D
P - III, Q - I, R - IV
2
GATE CE 2023 Set 2
Numerical
+2
-0

A catchment may be idealized as a circle of radius 30 km. There are five rain gauges, one at the center of the catchment and four on the boundary (equi-spaced), as shown in the figure (not to scale).

The annual rainfall recorded at these gauges in a particular year are given below.

$$ \begin{array}{|l|l|l|l|l|l|} \hline \text { Gauge } & \mathrm{G}_1 & \mathrm{G}_2 & \mathrm{G}_3 & \mathrm{G}_4 & \mathrm{G}_5 \\ \hline \text { Rainfall }(\mathrm{mm}) & 910 & 930 & 925 & 895 & 905 \\ \hline \end{array} $$


Using the Thiessen polygon method, what is the average rainfall (in mm, rounded off to two decimal places) over the catchment in that year? ________

GATE CE 2023 Set 2 Hydrology - Precipitation and Frequency of Rainfall Data Question 2 English
Your input ____
3
GATE CE 2023 Set 2
MCQ (Single Correct Answer)
+1
-0.33

Identify the cross-drainage work in the figure.

GATE CE 2023 Set 2 Irrigation - Gravity Dams and Spillways Question 2 English
A
Super passage
B
Aqueduct 
C
Siphon aqueduct
D
Level crossing
4
GATE CE 2023 Set 2
MCQ (More than One Correct Answer)
+1
-0
With regard to the shear design of RCC beams, which of the following statements is/are TRUE?
A
Excessive shear reinforcement can lead to compression failure in concrete
B
Beams without shear reinforcement, even if adequately designed for flexure, can have brittle failure
C
The main (longitudinal) reinforcement plays no role in the shear resistance of beam
D
As per IS456:2000, the nominal shear stress in the beams of varying depth depends on both the design shear force as well as the design bending moment
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