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Recent questions tagged water-resources-engineering
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GATE Civil 2013 | Question: 16
For subcritical flow in an open channel, the control section for gradually varied flow profiles isat the downstream endat the upstream endat both upstream and downstream ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2013-ce
hydraulics
water-resources-engineering
flow-measurement-in-channels
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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
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2013-ce
hydrology
water-resources-engineering
evaporation
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 55
The drainage are of a watershed is $50 \: km^2$. The $\phi$ index is $0.5 \: cm/hour$ and the base flow at the outlet is $10 \: m^3/s$. One hour unit hydrograph (unit dep...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2012-ce
hydrology
water-resources-engineering
unit-hydrographs
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 54
The drainage are of a watershed is $50 \: km^2$. The $\phi$ index is $0.5$ cm/hour and the base flow at the outlet is $10 \: m^3/s$. One hour unit hydrograph (unit depth...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2012-ce
hydrology
water-resources-engineering
drainage
unit-hydrographs
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 40
Group I contains parameters and Group-II lists methods/instruments.$\begin{array}{ll} \textbf{Group I} & \textbf{Group II} \\ P. \text{ Streamflow velocity} & 1. \text{...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2012-ce
hydraulics
water-resources-engineering
velocity-triangles
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 41
Wheat crop requires $55$ cm of water during $120$ days of base period. The total rainfall during this period is $100$ mm. Assume the irrigation efficiency to be $60\%$. T...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Irrigation
gate2012-ce
irrigation
water-resources-engineering
irrigation-efficiency
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 39
The top width and the top depth of flow in a triangular channel were measured as $4$ m and $1$ m, respectively. The measured velocities on the centre line at the water su...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2012-ce
hydraulics
water-resources-engineering
velocity-triangles
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 20
A sample of domestic sewage is digested with silver sulphate, sulphuric acid, potassium dichromate and mercuric sulphate in chemical oxygen demand (COD) test. The digeste...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Water and Waste Water Quality and Treatment
gate2012-ce
water-and-waste-water-quality-and-treatment
water-resources-engineering
sewage-treatment
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 17
A rectangular open channel of width $5.0$ m is carrying a discharge of $100 \: m^3/s$ The Froude number of the flow is $0.8$. The depth of flow (in m) in the channel is$4...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2012-ce
hydraulics
water-resources-engineering
flow-measurement-in-channels
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 16
A trapezoidal channel is $10.0$ m wide at the base and has a side slope of $4$ horizontal to $3$ vertical. The bed slope is $0.002$. The channel is lined with smooth conc...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Water Resources Engineering
gate2012-ce
trapezodial-channel
water-resources-engineering
hydraulic-radius
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 18
The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the branch pipe “R” is$3$$4$$5$$6$
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2012-ce
fluid-mechanics
water-resources-engineering
flow-in-pipes
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–
0
0 votes
1
1 answer
GATE Civil 2012 | Question: 19
The ratio of actual evapo-transpiration of potential evapo-transpiration is in the range$0.0$ to $0.4$$0.6$ to $0.9$$0.0$ to $1.0$$1.0$ to $2.0$
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2012-ce
hydrology
water-resources-engineering
evapo-transpiration
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–
0
0 votes
1
1 answer
GATE2018 CE-2: 49
A flocculation tank contain $1800 \: m^3$ of water, which is mixed using paddles at an average velocity gradient $G$ of $100/s$. The water temperature and the correspondi...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-2
numerical-answers
water-resources-engineering
fluid-mechanics
dynamic-viscocity
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 46
A three-fluid system (immiscible) is connected to a vacuum pump. The specific gravity values of the fluids ($S_1, \: S_2$) are given in the figure.The gauge pressure valu...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-2
numerical-answers
fluid-mechanics
water-resources-engineering
gauge-pressure
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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...
gatecse
615
points
asked
Feb 17, 2018
Hydrology
gate2018-ce-2
numerical-answers
hydrology
water-resources-engineering
hydrographs
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–
0
0 votes
1
1 answer
GATE2018 CE-2: 48
A rough pipe of $0.5$ m diameter, $300$ m length and roughness height of $0.25$ mm, carries water (kinematic viscosity $= 0.9 \times 10^{-6} \: m^2/s$) with velocity of $...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-2
numerical-answers
fluid-mechanics
water-resources-engineering
laminar-flow
flow-in-pipes
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 34
In a $5$ m wide rectangular channel, the velocity $u$ distribution in the vertical direction $y$ is given by $u=1.25 y^{\frac{1}{6}}$. The distance $y$ is measured from t...
gatecse
615
points
asked
Feb 17, 2018
Hydraulics
gate2018-ce-2
water-resources-engineering
rectangular-channels
hydraulics
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–
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...
gatecse
615
points
asked
Feb 17, 2018
Hydrology
gate2018-ce-2
numerical-answers
flood-estimation-and-routing
hydrology
water-resources-engineering
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 24
The intensity of irrigation for the $\textit{kharif}$ season is $50 \%$ for an irrigation project with culturable command area of $50,000 $ hectares. The duty for the $\t...
gatecse
615
points
asked
Feb 17, 2018
Irrigation
gate2018-ce-2
numerical-answers
irrigation
water-resources-engineering
canal-regulatory-works
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 12
Dupuit's assumptions are valid forartesian aquiferconfined aquiferleaky aquiferunconfined aquifer
gatecse
615
points
asked
Feb 17, 2018
Water Resources Engineering
gate2018-ce-2
dupuit's-assumptions
aquifers
water-resources-engineering
hydrology
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 13
For a given discharge in an open channel, there are two depths which have the same specific energy. These two depths are known asalternate depthscritical depthsnormal dep...
gatecse
615
points
asked
Feb 17, 2018
Water Resources Engineering
gate2018-ce-2
water-resources-engineering
hydraulics
energy-depth-relationships
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–
0
0 votes
1
1 answer
GATE2018 CE-1: 48
Rainfall depth over a watershed is monitored through six number of well distributed rain gauges. Gauged data are given below$$\begin{array}{|c|c|} \hline\textbf{Rain Gaug...
gatecse
615
points
asked
Feb 17, 2018
Hydrology
gate2018-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrologic-cycle
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–
0
0 votes
1
1 answer
GATE2018 CE-1: 49
The infiltration rate $f$ in a basin under ponding condition is given by $f = 30+10e^{-2t}$ where, $f$ is in mm/h and $t$ is time in hour. Total depth of infiltration (in...
gatecse
615
points
asked
Feb 17, 2018
Hydrology
gate2018-ce-1
numerical-answers
water-resources-engineering
hydrology
infiltration
+
–
0
0 votes
1
1 answer
GATE2018 CE-1: 50
In a laboratory, a flow experiment is performed over a hydraulic structure. The measured values of discharge and velocity are $\text{0.05}$ $m^{3}/s$ and $\text{0.25}$ $m...
gatecse
615
points
asked
Feb 17, 2018
Hydraulics
gate2018-ce-1
dimensional-analysis
hydraulic-similitude
numerical-answers
water-resources-engineering
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–
0
0 votes
0
0 answers
GATE2018 CE-1: 32
A closed tank contains $0.5$ m thick layer of mercury (specific gravity $=13.6$) at the bottom. A $2.0$ m thick layer of water lies above the mercury layer. A $3.0$ m thi...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-1
water-resources-engineering
fluid-mechanics
boundary-layer-and-its-growth
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–
0
0 votes
1
1 answer
GATE2018 CE-1: 23
A $10$ m wide rectangular channel carries a discharge of $20 \: m^3/s$ under critical condition. Using $g=9.81 m/s^2$, the specific energy (in m, up to two decimal places...
gatecse
615
points
asked
Feb 17, 2018
Hydraulics
gate2018-ce-1
numerical-answers
hydraulics
water-resources-engineering
channel's-energy
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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...
gatecse
615
points
asked
Feb 17, 2018
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
GATE2018 CE-1: 22
A $1:50$ model of a spillway is to be tested in the laboratory. The discharge in the prototype spillway is $1000 \: m^3/s$. The corresponding discharge (in $m^3/s$, up to...
gatecse
615
points
asked
Feb 17, 2018
Irrigation
gate2018-ce-1
numerical-answers
irrigation
water-resources-engineering
spillways
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–
0
0 votes
0
0 answers
GATE2018 CE-1: 17
A flow field is given by $u=y^2, \: v=-xy, \: w=0$. Value of the z-component of the angular velocity (in radians per unit time, up to two decimal places) at the point $(0...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-1
numerical-answers
water-resources-engineering
fluid-mechanics
flow-in-pipes
+
–
0
0 votes
0
0 answers
GATE2018 CE-1: 12
Bernoulli's equation is applicable forviscous and compressible fluid flowinviscid and compressible fluid flowinviscid and incompressible fluid flowviscous and incompressi...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-1
fluid-mechanics
water-resources-engineering
bernoulli's-equation
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–
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