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Recent questions and answers in Hydrology
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GATE Civil 2026 Set 2 | Question: 10
Following statements are made with respect to the mass curve of rainfall:Slope at a point on the curve can be positive.Slope at a point on the curve can be zero.Which one...
gatecse
615
points
asked
Feb 23
Hydrology
gatecivil-2026-set2
hydrology
+
–
0
0 votes
0
0 answers
GATE Civil 2026 Set 2 | Question: 33
Types of flood routing and methods are given in the table below.\[\begin{array}{|l|l|}\hline\begin{array}{l}\text{Column 1}\\\text{Type of Flood Routing}\end{array}&\begi...
gatecse
615
points
asked
Feb 23
Hydrology
gatecivil-2026-set2
hydrology
water-resource-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2026 Set 1 | Question: 43
A fully-penetrating well of $20$ cm diameter is provided in an unconfined aquifer. The height of the ground water table is $30$ m from the bottom of the aquifer. After a ...
gatecse
615
points
asked
Feb 23
Hydrology
gatecivil-2026-set1
numerical-answers
hydrology
ground-water-hydrology
water-resource-engineering
+
–
0
0 votes
0
0 answers
GATE Civil 2026 Set 1 | Question: 45
A bridge with an expected life of $50$ years is designed for a flood of $10000 \mathrm{~m}^{3} / \mathrm{s}$ corresponding to the return period of $100$ years. The risk a...
gatecse
615
points
asked
Feb 23
Hydrology
gatecivil-2026-set1
numerical-answers
hydrology
+
–
0
0 votes
0
0 answers
GATE Civil 2026 Set 1 | Question: 54
The intensity-duration relationship for a rainfall on a rectangular plot $\text{ABCD}$ of area $7$ \text{ha} ($1 \mathrm{~ha}=10^{4} \mathrm{~m}^{2}$) can be modelled by ...
gatecse
615
points
asked
Feb 23
Hydrology
gatecivil-2026-set1
numerical-answers
water-resources-engineering
hydrology
+
–
0
0 votes
1
1 answer
GATE2015-1-43
Two reservoirs are connected through a $930$ m long, $0.3$ m diameter pipe, which has a gate valve. The pipe entrance is sharp (loss coefficient $=0.5$) and the valve is ...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
reservoir
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–
0
0 votes
1
1 answer
GATE2015-1-47
In a catchment, there are four rain-gauge stations, $P, Q, R$, and $S$. Normal annual precipitation values at these stations are $780$ mm, $850$ mm, $920$ mm, and $980$ m...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
precipitation
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–
0
0 votes
1
1 answer
GATE2015-1-48
The $4$-hr unit hydrograph for a catchment is given in the table below. What would be the maximum ordinate of the S – curve (in $m^3/s$) derived from this hydrograph?$$\b...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
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–
0
0 votes
1
1 answer
GATE2014-2-20
The Muskingum model of routing a flood through a stream reach is expressed as $O_2 =K_0I_2+K_1I_1+K_2O_1$, where $K_0$, $K_1$ and $K_2$ are the routing coefficients for t...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2014-ce-2
hydrology
water-resources-engineering
muskingum-model
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–
0
0 votes
1
1 answer
GATE2014-2-19
An isolated $3-h$ rainfall event on a small catchment produces a hydrograph peak and point of inflection on the falling limb of the hydrograph at $7$ hours and $8.5$ hour...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2014-ce-2
hydrology
water-resources-engineering
hydrographs
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–
0
0 votes
1
1 answer
GATE2014-1-18
A conventional flow duration curve is a plot betweenFlow and percentage time flow is exceededDuration of flooding and ground level elevationDuration of water supply in a ...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2014-ce-1
water-resources-engineering
hydrology
conventional-flow-duration-curve
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–
0
0 votes
1
1 answer
GATE Civil 2013 | Question: 55
At a station, Storm I of $5$ hour duration with intensity $2$ cm/h resulted in a runoff of $4$ cm and Storm II of $8$ hour duration resulted in a runoff of $8.4$ cm. Assu...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2013-ce
water-resources-engineering
hydrology
surface-runoff-models
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–
0
0 votes
1
1 answer
GATE Civil 2013 | Question: 54
At a station, Storm I of $5$ hour duration with intensity $2$ cm/h resulted in a runoff of $4$ cm and Storm II of $8$ hour duration resulted in a runoff of $8.4$ cm. Assu...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2013-ce
water-resources-engineering
hydrology
surface-runoff-models
+
–
0
0 votes
1
1 answer
GATE Civil 2013 | Question: 39
A $2$ km long pipe of $0.2$ m diameter connects two reservoirs. The difference between water levels in the reservoirs is $8$ m. The Darcy-Weisbachfriction factor of the p...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2013-ce
hydrology
water-resources-engineering
reservoir
darcy's-law
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–
0
0 votes
1
1 answer
GATE Civil 2013 | Question: 19
An isohyet is a line joining points ofequal temperatureequal humidityequal rainfall depthequal evaporation
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2013-ce
hydrology
water-resources-engineering
evaporation
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–
0
0 votes
1
1 answer
GATE Civil 2012 | Question: 19
The ratio of actual evapo-transpiration of potential evapo-transpiration is in the range$0.0$ to $0.4$$0.6$ to $0.9$$0.0$ to $1.0$$1.0$ to $2.0$
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2012-ce
hydrology
water-resources-engineering
evapo-transpiration
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–
0
0 votes
1
1 answer
GATE2018 CE-2: 47
The total rainfall in a catchment of area $1000 \: km^2$, during a $6$ h storm, is $19$ cm. The surface runoff due to this storm computed from triangular direct runoff hy...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2018-ce-2
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
0 votes
1
1 answer
GATE2018 CE-2: 25
A culvert is designed for a flood frequency of $100$ years and a useful life of $20$ years. The risk involved in the design of the culvert (in percentage, up to two decim...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2018-ce-2
numerical-answers
flood-estimation-and-routing
hydrology
water-resources-engineering
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–
0
0 votes
1
1 answer
GATE2018 CE-1: 24
For routing of flood in a given channel using the Muskingum method, two of the routing coefficients are estimated as $C_0=-0.25$ and $C_1=0.55$. The value of the third co...
akshia
715
points
answered
Nov 4, 2025
Hydrology
gate2018-ce-1
numerical-answers
hydrology
water-resources-engineering
flood-estimation-and-routing
muskingum-method
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–
0
0 votes
1
1 answer
GATE Civil 2025 Set 2 | Question: 49
The peak of flood hydrograph due to a $3$-hour duration storm in a catchment is $180 \mathrm{~m}^{3} / \mathrm{s}$. The total rainfall depth is $6.6 \: \mathrm{cm}$. It c...
akshia
715
points
answered
Oct 20, 2025
Hydrology
gatecivil-2025-set2
numerical-answers
hydrology
+
–
0
0 votes
1
1 answer
GATE Civil 2021 Set 2 | Question: 48
The hyetograph in the figure corresponds to a rainfall event of $\text{3 cm}$.If the rainfall event has produced a direct runoff of $\text{1.6 cm}$, the $\phi$-index of t...
akshia
715
points
answered
Oct 18, 2025
Hydrology
gatecivil-2021-set2
numerical-answers
surface-runoff-models
+
–
0
0 votes
1
1 answer
GATE Civil 2024 Set 2 | Question: 46
A storm with a recorded precipitation of $11.0 \mathrm{~cm}$, as shown in the table, produced a direct run-off of $6.0 \mathrm{~cm}$.Time from start (hours)$1$$2$$3$$4$$5...
akshia
715
points
answered
Oct 16, 2025
Hydrology
gatecivil-2024-set2
numerical-answers
hydrology
+
–
0
0 votes
1
1 answer
GATE Civil 2024 Set 1 | Question: 10
The number of degrees of freedom for a natural open channel flow with a mobile bed is$2$$3$$4$$5$
akshia
715
points
answered
Oct 16, 2025
Hydrology
gatecivil-2024-set1
flow-measurement-in-channels
hydraulics
+
–
0
0 votes
1
1 answer
GATE Civil 2025 Set 1 | Question: 51
A symmetrical trapezoidal canal is $100 \: \mathrm{km}$ long. The bottom width is $10 \: \mathrm{m}$ and the side slope is $1$ Horizontal : $1$ Vertical. The average flow...
akshia
715
points
answered
Oct 16, 2025
Hydrology
gatecivil-2025-set1
numerical-answers
hydrology
irrigation
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–
0
0 votes
1
1 answer
GATE Civil 2025 Set 1 | Question: 10
To derive the total flood hydrograph at a catchment outlet from an isolated storm, the order in which the following methods are applied, from the first method to the ...
akshia
715
points
answered
Oct 11, 2025
Hydrology
gatecivil-2025-set1
hydrology
+
–
0
0 votes
1
1 answer
GATE Civil 2021 Set 2 | Question: 22
A $12$-hour unit hydrograph (of $\text{1 cm}$ excess rainfall) of a catchment is of a triangular shape with a base width of $144$ hour and a peak discharge of $23\text{ m...
akshia
715
points
answered
Oct 9, 2025
Hydrology
gatecivil-2021-set2
numerical-answers
surface-runoff-models
rainfall
+
–
0
0 votes
1
1 answer
GATE Civil 2025 Set 2 | Question: 48
A $60 \: \mathrm{cm}$ diameter well completely penetrates a confined aquifer of permeability $5 \times 10^{-4} \mathrm{~m} / \mathrm{s}$. The length of the strainer (span...
akshia
715
points
answered
Oct 9, 2025
Hydrology
gatecivil-2025-set2
numerical-answers
water-resource-engineering
hydraulics
ground-water-hydrology
+
–
0
0 votes
1
1 answer
GATE Civil 2023 Set 1 | Question: 24
The ordinates of a one-hour unit hydrograph for a catchment are given below:$$\begin{array}{|l|l|l|l|l|l|l|l|l|}\hline \text{t(hour)} & 0 & 1 & 2 & 3 & 4 & 5 & 6 & 7 \\\h...
akshia
715
points
answered
Oct 7, 2025
Hydrology
gatecivil-2023-set1
hydrology
numerical-answers
+
–
0
0 votes
1
1 answer
GATE Civil 2024 Set 1 | Question: 25
A $30 \mathrm{~cm}$ diameter well fully penetrates an unconfined aquifer of saturated thickness $20 \mathrm{~m}$ with hydraulic conductivity of $10 \mathrm{~m} /$ day. Un...
akshia
715
points
answered
Oct 7, 2025
Hydrology
gatecivil-2024-set1
steady-state-well-hydraulics
ground-water-hydrology
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–
0
0 votes
0
0 answers
GATE Civil 2025 Set 2 | Question: 16
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 m...
Shubham Sharma 2
427
points
asked
Mar 6, 2025
Hydrology
gatecivil-2025-set2
hydrology
+
–
0
0 votes
0
0 answers
GATE Civil 2025 Set 1 | Question: 29
The mean rainfall over a catchment has to be estimated. The data for four rain gauges located in and around the catchment is listed in the table. Which one of the fo...
Shubham Sharma 2
427
points
asked
Mar 6, 2025
Hydrology
gatecivil-2025-set1
hydrology
water-resource-engineering
+
–
0
0 votes
0
0 answers
GATE Civil 2024 Set 1 | Question: 46
The ordinates of a $1$-hour unit hydrograph $\text{(UH)}$ are given below.Time (hours)$0$$1$$2$$3$$4$$5$Ordinates of $1$-hour $\mathrm{UH}\left(\mathrm{m}^{3} / \mathrm{s...
admin
203
points
asked
Feb 16, 2024
Hydrology
gatecivil-2024-set1
numerical-answers
hydrology
+
–
0
0 votes
0
0 answers
GATE Civil 2023 Set 2 | Question: 11
Which one of the following options provides the correct match of the terms listed in Column-$1$ and Column-$2$?$$\begin{array}{|l|l|}\hline \qquad \text{Column-1} & \qqua...
admin
203
points
asked
May 21, 2023
Hydrology
gatecivil-2023-set2
hydrology
+
–
0
0 votes
0
0 answers
GATE Civil 2023 Set 2 | Question: 52
A catchment may be idealized as a circle of radius $30 \mathrm{~km}$. There are five rain gauges, one at the center of the catchment and four on the boundary (equi-spaced...
admin
203
points
asked
May 21, 2023
Hydrology
gatecivil-2023-set2
hydrology
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2023 Set 1 | Question: 49
A $12$-hour storm occurs over a catchment and results in a direct runoff depth of $100 \mathrm{~mm}.$ The time-distribution of the rainfall intensity is shown in the figu...
admin
203
points
asked
May 21, 2023
Hydrology
gatecivil-2023-set1
hydrology
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2023 Set 1 | Question: 51
In Horton's equation fitted to the infiltration data for a soil, the initial infiltration capacity is $10 \mathrm{~mm} / \mathrm{h}$; final infiltration capacity is $5 \m...
admin
203
points
asked
May 21, 2023
Hydrology
gatecivil-2023-set1
numerical-answers
hydrology
+
–
0
0 votes
0
0 answers
GATE Civil 2022 Set 2 | Question: 9
Match $\textbf{Column X}$ and $\textbf{Column Y}:$$$\begin{array} {|l|l|} \hline \quad \textbf{Column X} & \qquad \textbf{Column Y} \\\hline \text{(P) Horton equation} ...
Arjun
4.6k
points
asked
Feb 15, 2022
Hydrology
gatecivil-2022-set2
hydrology
water-resources-engineering
+
–
0
0 votes
0
0 answers
GATE Civil 2022 Set 2 | Question: 24
A flood control structure having an expected life of $n$ years is designed by considering a flood of return period $T$ years. When $T = n,$ and $n \rightarrow \infty,$ th...
Arjun
4.6k
points
asked
Feb 15, 2022
Hydrology
gatecivil-2022-set2
numerical-answers
hydrology
+
–
0
0 votes
0
0 answers
GATE Civil 2022 Set 1 | Question: 46
A two-hour duration storm event with uniform excess rainfall of $3\:cm$ occurred on a watershed. The ordinates of streamflow hydrograph resulting from this event are give...
Arjun
4.6k
points
asked
Feb 15, 2022
Hydrology
gatecivil-2022-set1
numerical-answers
hydrology
water-resources-engineering
+
–
0
0 votes
0
0 answers
GATE Civil 2021 Set 2 | Question: 33
A water filtration unit is made of uniform-size sand particles of $\text{0.4 mm}$ diameter with a shape factor of $0.84$ and specific gravity of $2.55$. The depth of the ...
go_editor
999
points
asked
Mar 1, 2021
Hydrology
gatecivil-2021-set2
infiltration
+
–
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