1
GATE CE 2025 Set 2
MCQ (More than One Correct Answer)
+1
-0

In the context of the effect of drainage density on the run-off generation and the hydrograph at the catchment outlet, all other factors remaining the same, pick one or more CORRECT statement(s) from the choices given below.

A
Lower drainage density results in higher peak in flood hydrograph compared to that when the drainage density is higher.
B
Lower drainage density results in lower peak in flood hydrograph compared to that when the drainage density is higher.
C
Lower drainage density results in a flood hydrograph with a longer time base compared to that when the drainage density is higher.
D
Lower drainage density results in a flood hydrograph with a shorter time base compared to that when the drainage density is higher.
2
GATE CE 2025 Set 1
MCQ (Single Correct Answer)
+1
-0.33

To derive the total flood hydrograph at a catchment outlet from an isolated storm, the order in which the following methods are applied, from the first method to the last method, is

P. Obtaining the hyetograph

Q. Addition of baseflow

R. Estimation of initial and infiltration losses

S. Application of unit hydrograph

A
PRSQ
B
PQRS
C
RPSQ
D
PSQR
3
GATE CE 2023 Set 1
Numerical
+1
-0

The ordinates of a one-hour unit hydrograph for a catchment are given below: 

$$ \begin{array}{|l|l|l|l|l|l|l|l|l|} \hline t(\text { hour }) & 0 & 1 & 2 & 3 & 4 & 5 & 6 & 7 \\ \hline Q\left(\mathrm{~m}^3 / \mathrm{s}\right) & 0 & 9 & 21 & 18 & 12 & 5 & 2 & 0 \\ \hline \end{array} $$


Using the principle of superposition, a D-hour unit hydrograph for the catchment was derived from this one-hour unit hydrograph. The ordinates of the D-hour unit hydrograph were obtained as 3 m3/s at t = 1 hour and 10 m3/s at t = 2 hour. The value of D (in integer) is _____________.

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