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Recent questions tagged water-resources-engineering
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GATE2015-2-44
The velocity components of a two dimensional plane motion of a fluid are $:u=\dfrac{y^3}{3}+2x—x^2y$ and $v=xy^2-2y-\dfrac{x^3}{3}$. The correct statement is:Fluid is inc...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-2
water-resources-engineering
fluid-mechanics
fluid-statics
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–
0
0 votes
0
0 answers
GATE2015-2-45
The average surface area of a reservoir in the month of June is $20 \: km^2$. In the same month, the average rate of inflow is $10 \: m^3/s$, outflow rate is $15 \: m^3/s...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-2
hydrology
water-resources-engineering
reservoir
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–
0
0 votes
0
0 answers
GATE2015-2-46
A pipe of $0.7$ m diameter has a length of $6$ km and connects two reservoirs A and B. The water level in reservoir A is at an elevation $30$ m above the water level in r...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-2
numerical-answers
water-resources-engineering
reservoir
flow-in-pipes
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–
0
0 votes
0
0 answers
GATE2015-1-12
Which of the following statements is TRUE for the relation between discharge velocity and seepage velocity?Seepage velocity is always smaller than discharge velocitySeepa...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
discharge-and-seepage-velocity
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–
0
0 votes
0
0 answers
GATE2015-1-16
In a two-dimensional steady flow field, in a certain region of the $x-y$ plane, the velocity component in the $x$-direction is given by $v_x=x^2$ and the density varies a...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
flow-in-pipes
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–
0
0 votes
0
0 answers
GATE2015-1-17
For steady incompressible flow through a closed-conduit of uniform cross-section, the direction of flow will always be:from higher to lower elevationfrom higher to lower ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
flow-in-pipes
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–
0
0 votes
0
0 answers
GATE2015-1-18
A circular pipe has a diameter of $1$ m, bed slope of $1$ in $1000$, and Manning’s roughness coefficient equal to $0.01$. It may be treated as an open channel flow when i...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Water Resources Engineering
gate2015-ce-1
water-resources-engineering
hydraulics
flow-measurement-in-channel-and-pipes
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–
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 ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
reservoir
+
–
0
0 votes
0
0 answers
GATE2015-1-44
A hydraulic jump is formed in a $2$ m wide rectangular channel which is horizontal and frictionless. The post-jump depth and velocity are $0.8$ , and $1$ m/s, respectivel...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2015-ce-1
numerical-answers
hydraulics
water-resources-engineering
hydraulic-jump
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–
0
0 votes
0
0 answers
GATE2015-1-45
A short reach of a $2$ m wide rectangular open channel has its bed level rising in the direction of flow at a slope of $1$ in $10000$. It carries a discharge of $4 m^3/s$...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2015-ce-1
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
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–
0
0 votes
0
0 answers
GATE2015-1-46
The drag force, $F_D$, on a sphere kept in a uniform flow field, depends on the diameter of the sphere $D$; flow velocity, $V$, fluid density, $\rho$; and dynamic viscosi...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
fluid-mechanics
water-resources-engineering
dimensional-analysis
flow-in-pipes
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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...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
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...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
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–
0
0 votes
0
0 answers
GATE2014-2-45
With reference to a standard Cartesian (x, y) plane, the parabolic velocity distribution profile of fully developed laminar flow in x-direction between two parallel, stat...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-2
water-resources-engineering
fluid-mechanics
laminar-flow
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–
0
0 votes
0
0 answers
GATE2014-2-44
Irrigation water is to be provided to a crop in a field to bring the moisture content of the soil from the existing $18 \%$ to the field capacity of the soil at $28 \%$. ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Irrigation
gate2014-ce-2
numerical-answers
irrigation
water-resources-engineering
+
–
0
0 votes
0
0 answers
GATE2014-2-41
A horizontal nozzle of $30$ mm diameter discharges a steady jet of water into the atmosphere at a rate of $15$ litres per second. The diameter of inlet to the nozzle is $...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2014-ce-2
numerical-answers
hydraulics
water-resources-engineering
+
–
0
0 votes
0
0 answers
GATE2014-2-42
A venturimeter having a throat diameter of $0.1$ m is used to estimate the flow rate of a horizontal pipe having a diameter of $0.2$ m. For an observed pressure differenc...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-2
fluid-mechanics
water-resources-engineering
flow-in-pipes
+
–
0
0 votes
0
0 answers
GATE2014-2-43
A rectangular channel of $2.5$ m width is carrying a discharge of $4 \: m^3/s$. Considering that acceleration due to gravity as $9.81 \: m/s^2$, the velocity of flow (in ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2014-ce-2
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
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–
0
0 votes
0
0 answers
GATE2014-2-18
Group I lists a few devices while Group II provides information about their uses. Match the devices with their corresponding use.$\begin{array}{llll} {} & \text{Group I} ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-2
water-resources-engineering
fluid-mechanics
flow-stream
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–
0
0 votes
0
0 answers
GATE2014-2-17
A plane flow has velocity components $u=\dfrac{x}{T_1}$, $v=-\dfrac{y}{T_2}$ and $w=0$ along $x,y$ and $z$ directions respectively, where $T_1( \neq 0)$ and $T_2 (\neq 0)...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-2
fluid-mechanics
water-resources-engineering
flow-in-pipes
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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...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2014-ce-2
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...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2014-ce-2
hydrology
water-resources-engineering
muskingum-model
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–
0
0 votes
0
0 answers
GATE2014-1-49
A straight $100$ m long raw water gravity main is to carry water from an intake structure to the jack well of a water treatment plant. The required flow through this wate...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
numerical-answers
water-resources-engineering
fluid-mechanics
flow-in-pipes
+
–
0
0 votes
0
0 answers
GATE2014-1-43
A rectangular channel having a bed slope of $0.0001$, width $3.0$ m and Manning’s coefficient $’n’$ $0.015$, carries a discharge of $1.0 \: m^3/s$. Given that the norma...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2014-ce-1
water-resources-engineering
hydraulics
manning's-coefficient
flow-measurement-in-channels
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–
0
0 votes
0
0 answers
GATE2014-1-44
Three rigid buckets, shown as in the figures $(1)$, $(2)$, and $(3)$, are of identical heights and base areas. Further, assume that each of these buckets have negligible ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
water-resources-engineering
weights-of-water
force-of-water
fluid-mechanics
+
–
0
0 votes
0
0 answers
GATE2014-1-41
A horizontal jet of water with its cross-sectional area of $0.0028 \: m^2$ hits a fixed vertical plate with a velocity of $5$ m/s. After impact, the jet splits symmetrica...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
water-resources-engineering
fluid-mechanics
force-impact
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–
0
0 votes
0
0 answers
GATE2014-1-42
A venturimeter, having a diameter of $7.5$ cm at the throat an $15$ cm at the enlarged end, is installed in a horizontal pipeline of $15$ cm diameter. The pipe carries an...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
numerical-answers
fluid-mechanics
water-resources-engineering
flow-in-pipes
steady-rate
+
–
0
0 votes
0
0 answers
GATE2014-1-45
An incompressible fluid is flowing at a steady rate in a horizontal pipe. From a section, the pipe divides into two horizontal parallel pipes of diameters $d_1$ and $d_2$...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
numerical-answers
fluid-mechanics
flow-in-pipes
water-resources-engineering
+
–
0
0 votes
0
0 answers
GATE2014-1-47
The potable water is prepared from turbid surface water by adopting the following treatment sequence.Turbid surface water $\rightarrow$ Coagulation $\rightarrow$ Floccula...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2014-ce-1
hydraulics
water-resources-engineering
turbid-surface-water
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–
0
0 votes
0
0 answers
GATE2014-1-19
In reservoirs with an uncontrolled spillway, the peak of the plotted outflow hydrographlies outside the plotted inflow hydrographlies on the recession limb of the plotted...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2014-ce-1
hydrology
water-resources-engineering
reservoir
hydrographs
+
–
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 ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2014-ce-1
water-resources-engineering
hydrology
conventional-flow-duration-curve
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–
0
0 votes
0
0 answers
GATE2014-1-17
An incompressible homogeneous fluid is flowing steadily in a variable diameter pipe having the large and small diameters as $15$ cm and $5$ cm, respectively. If the velo...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
numerical-answers
fluid-mechanics
fluid-statics
water-resources-engineering
+
–
0
0 votes
0
0 answers
GATE2014-1-20
The dimension for kinematic viscosity is$\dfrac{L}{MT} \\$$\dfrac{L}{T^2} \\$$\dfrac{L^2}{T} \\$$\dfrac{ML}{T}$
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
water-resources-engineering
fluid-mechanics
kinematic-viscosity
+
–
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...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2013-ce
water-resources-engineering
hydrology
surface-runoff-models
+
–
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...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
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...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydrology
gate2013-ce
hydrology
water-resources-engineering
reservoir
darcy's-law
+
–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 40
The normal depth in a wide rectangular channel is increased by $10 \%$. The percentage increase in the discharge in the channel is$20.1$$15.4$$10.5$$17.2$
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Hydraulics
gate2013-ce
water-resources-engineering
hydraulics
flow-measurement-in-channels
+
–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 41
The transplantation of rice requires $10$ days and total depth of water required during transplantation is $48$ cm. During transplantation, there is an effective rainfall...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Irrigation
gate2013-ce
irrigation
water-resources-engineering
transplantation
+
–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 17
Group-I contains dimensionless parameters and Group-II contains the ratios.$\begin{array}{ll} \text{Group I} & \text{Group II} \\ \text{P. Mach Number} & \text{1. Ratio o...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2013-ce
water-resources-engineering
system-of-forces
fluid-mechanics
+
–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 18
For a two dimensional flow field, the stream function $\psi$ is given as $\psi = \dfrac{3}{2}(y^2-x^2)$. The magnitude of discharge occurring between the stream lines pas...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2013-ce
water-resources-engineering
fluid-mechanics
flow-in-pipes
+
–
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