Login
Register
Dark Mode
Brightness
Ambient Glow – Questions list
Register
Profile
Edit Profile
Messages
My favorites
My Updates
Logout
Recent questions tagged water-resources-engineering
0
0 votes
0
0 answers
GATE2019 CE-2: 12
A solid sphere of radius, $r$, and made of material with density, $\rho_s$, is moving through the atmosphere (constant pressure, $p$) with a velocity, $v$. The net force ...
Arjun
4.6k
points
asked
Feb 12, 2019
Fluid Mechanics
gate2019-ce-2
water-resources-engineering
fluid-mechanics
fluid-statics
+
–
0
0 votes
0
0 answers
GATE2019 CE-2: 13
The velocity field in a flow system is given by $v=2\textbf{i}+(x+y) \textbf{j} + (xyz) \textbf{k}$. The acceleration of the fluid at $(1,1,2)$ is$2 \textbf{i}+ 10 \textb...
Arjun
4.6k
points
asked
Feb 12, 2019
Fluid Mechanics
gate2019-ce-2
water-resources-engineering
fluid-mechanics
momentum-and-energy-equations
+
–
0
0 votes
0
0 answers
GATE2019 CE-2: 24
The command area of a canal grows only one crop, i.e., wheat. The base period of wheat is $120$ days and its total water requirement, $\Delta$, is $40 \: cm$. If the cana...
Arjun
4.6k
points
asked
Feb 12, 2019
Irrigation
gate2019-ce-2
numerical-answers
irrigation
water-resources-engineering
crop-water-requirements
+
–
0
0 votes
0
0 answers
GATE2019 CE-2: 27
Consider the hemi-spherical tank of radius $13 \: m$ as shown in the figure (not drawn to the scale). What is the valume of water (in $m^3$) when the depth of water at th...
Arjun
4.6k
points
asked
Feb 12, 2019
Hydraulics
gate2019-ce-2
hydraulics
water-resources-engineering
gradually-varied-flow
hemi-spherical-flow
+
–
0
0 votes
0
0 answers
GATE2019 CE-2: 47
A confined aquifer of $15 \: m$ constant thickness is sandwiched between two aquicludes as shown in the figure (not drawn to scale).The heads indicated by two piezometers...
Arjun
4.6k
points
asked
Feb 12, 2019
Hydrology
gate2019-ce-2
numerical-answers
hydrology
water-resources-engineering
hydraulics-and-aquifers
+
–
0
0 votes
0
0 answers
GATE2019 CE-2: 48
At the foot of a spillway, water flows at a depth of $23 \: cm$ with a velocity of $8.1 \: m/s$, as shown in the figure.The flow enters as an $M-3$ profile in the long wi...
Arjun
4.6k
points
asked
Feb 12, 2019
Hydraulics
gate2019-ce-2
numerical-answers
flow-measurement-in-channels
hydraulics
water-resources-engineering
hydraulic-jump
+
–
0
0 votes
0
0 answers
GATE2019 CE-2: 49
Two identical pipes (i.e., having the same length, same diameter, and same roughness) are used to withdraw water from a reservoir. In the first case, they are attached in...
Arjun
4.6k
points
asked
Feb 12, 2019
Fluid Mechanics
gate2019-ce-2
numerical-answers
fluid-mechanics
water-resources-engineering
pipes
reservoir
+
–
0
0 votes
0
0 answers
GATE2019 CE-2: 50
The ordinates, $u$, of a $2$-hour unit hydrograph (i.e., for $1$ cm of effective rain), for a catchment, are shown in the table.$$\begin{array}{|c|c|c|c|c|c|c|c|c|c|c|c|c...
Arjun
4.6k
points
asked
Feb 12, 2019
Hydrology
gate2019-ce-2
numerical-answers
hydrology
water-resources-engineering
hydrographs
surface-runoff-models
+
–
0
0 votes
0
0 answers
GATE2016-2-14
Profile of a weir on permeable foundation is shown in the figure I and an elementary profile of ‘upstream pile only case’ according to Khosla’s theory is shown in the fig...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Irrigation
gate2016-ce-2
irrigation
water-resources-engineering
design-of-weirs-on-permeable-foundation
+
–
0
0 votes
0
0 answers
GATE2016-2-15
Water table of an aquifer drops by $100$ cm over an area of $1000 \: km^2$. The porosity and specific retention of the aquifer material are $25 \%$ and $5\%$ respectively...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydrology
gate2016-ce-2
numerical-answers
water-resources-engineering
hydrology
aquifers
+
–
0
0 votes
0
0 answers
GATE2016-2-16
Group I contains the types of fluids while group II contains the shear stress – rate of shear relationship of different types of fluids, as shown in the figure.$$\begin{a...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Fluid Mechanics
gate2016-ce-2
water-resources-engineering
fluid-mechanics
fluid-statics
+
–
0
0 votes
0
0 answers
GATE2016-2-46
The ordinates of a one-hour unit hydrograph at sixty minute interval are $0, 3, 12, 8, 6, 3$ and $0 \: m^3/s$. A two-hour storm of $4$ cm excess rainfall occurred in the ...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydrology
gate2016-ce-2
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
0 votes
0
0 answers
GATE2016-2-47
A $3$ m wide rectangular channel carries a flow of $6 \: m^3 /s$. The depth of flow at a section $P$ is $0.5 \: m$. A flat-topped hump is to be placed at the downstream o...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydraulics
gate2016-ce-2
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
+
–
0
0 votes
0
0 answers
GATE2016-2-48
A penstock of $1 \: m$ diameter and $5 \: km$ length is used to supply water from a reservoir to an impulse turbine. A nozzle of $15 \: cm$ diameter is fixed at the end o...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydrology
gate2016-ce-2
numerical-answers
water-resources-engineering
hydrology
reservoir
+
–
0
0 votes
0
0 answers
GATE2016-2-49
A tracer takes $100$ days to travel from Well-$1$ to Well-$2$ which are $100 \: m$ apart. The elevation of water surface in Well-$2$ is $3 \: m$ below that in Well-$1$. A...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydrology
gate2016-ce-2
water-resources-engineering
hydrology
steady-state-well-hydraulics
porosity
+
–
0
0 votes
0
0 answers
GATE2016-1-14
The direct runoff hydrograph in response to $5$ cm rainfall excess in a catchment is shown in the figure. The area of the catchment (expressed in hectares) is ________
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydrology
gate2016-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
0 votes
0
0 answers
GATE2016-1-15
The type of flood routing (Group I) and the equation(s) used for the purpose (Group II) are given below.$$\begin{array}{ll} \underline{\text{Group I}} & \underline{\text{...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydrology
gate2016-ce-1
hydrology
water-resources-engineering
flood-estimation-and-routing
+
–
0
0 votes
0
0 answers
GATE2016-1-16
The pre-jump Froude Number for a particular flow in a horizontal rectangular channel is $10$. The ratio of sequent depths (i.e., post-jump depth to pre-jump depth) is ___...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
+
–
0
0 votes
0
0 answers
GATE2016-1-18
Crown corrosion in a reinforced concrete sewer is caused by:$H_2S$$CO_2$$CH_4$$NH_3$
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Water and Waste Water Quality and Treatment
gate2016-ce-1
water-and-waste-water
water-resources-engineering
concrete-sewer
sewerage-treatment
+
–
0
0 votes
0
0 answers
GATE2016-1-46
Seepage is occurring through a porous media shown in the figure. The hydraulic conductivity values $(k_1, k_2, k_3)$ are in m/day.The seepage discharge ($m^3/day$ per m) ...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
water-resources-engineering
hydraulic-conductivity
hydraulics
discharge-and-seepage-velocity
+
–
0
0 votes
0
0 answers
GATE2016-1-47
A $4$ m wide rectangular channel, having bed slope of $0.001$ carries a discharge of $16 \: m^3/s$. Considering Manning’s roughness coefficient $=0.012$ and $g=10 \: m/s^...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
manning's-coefficient
water-resources-engineering
hydraulics
flow-measurement-in-channels
rectangular-channels
+
–
0
0 votes
0
0 answers
GATE2016-1-48
A sector gate is provided on a spillway as shown in the figure. Assuming $g=10 \: m/s^2$, the resultant force per meter length (expressed in kN/m) on the gate will be ___...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Irrigation
gate2016-ce-1
numerical-answers
irrigation
water-resources-engineering
spillways
+
–
0
0 votes
0
0 answers
GATE2016-1-49
A hydraulically efficient trapezoidal channel section has a uniform flow depth of $2$ m. The bed width (expressed in m) of the channel is ______
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
numerical-answers
trapezoidal-channel
water-resources-engineering
hydraulics
flow-measurement-in-channels
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 12
For a steady incompressible laminar flow between two infinite parallel stationary plates, the shear stress variation islinear with zero value at the plateslinear with zer...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2017-ce-1
fluid-mechanics
water-resources-engineering
laminar-flow
shear-stress
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 13
The reaction rate involving reactants $A$ and $B$ is given by $-k[A]^{\alpha} [B]^{\beta}$. Which one of the following statements is valid for the reaction to be first-or...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2017-ce-1
water-resources-engineering
first-order-reaction
fluid-mechanics
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 15
Which one of the following is NOT present in the acid rain?$HNO_3$$H_2SO_4$$H_2CO_3$$CH_3COOH$
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2017-ce-1
acid-rain
water-resources-engineering
hydraulics
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 23
A triangular pipe network is shown in the figure.The head loss in each pipe is given by $h_f = rQ^{1.8}$, with the variables expressed in a consistent set of units. The v...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2017-ce-1
numerical-answers
fluid-mechanics
water-resources-engineering
flow-in-pipes
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 24
The ordinates of a $2$-hour unit hydrograph for a catchment are given as$$\begin{array}{llllll} \text{Time (h)} & 0 & 1 & 2 & 3 & 4 \\ \text{Ordinate } (m^3/s) & 0 & 5 &...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2017-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 30
Group I contains three broad classes of irrigation supply canal outlets, Group II presents hydraulic performance attributes.$$\begin{array}{|ll|ll|} \hline {} & \text{Gro...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Irrigation
gate2017-ce-1
irrigation
water-resources-engineering
design-of-lined-and-unlined-canals
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 31
A $1$ m wide rectangular channel has a bed slope of $0.0016$ and the Manning’s roughness coefficient is $0.04$ Uniform flow takes the place in the channel at a flow depth...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2017-ce-1
water-resources-engineering
manning's-coefficient
hydraulics
gradually-varied-flow
flow-measurement-in-channels
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 48
A sluice gate used to control the flow in a horizontal channel of unit width is shown in the figure.It is observed that the depth of flow is $1.0$ m upstream of the gate,...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2017-ce-1
numerical-answers
water-resources-engineering
hydraulics
flow-measurement-in-channels
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 49
Water flows through a $90^{\circ}$ bend in a horizontal plane as depicted in the figure.A pressure of $140$ kPa is measured at Section $1-1$. The inlet diameter marked at...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2017-ce-1
numerical-answers
flow-in-pipes
fluid-mechanics
water-resources-engineering
+
–
0
0 votes
0
0 answers
GATE2017 CE-1: 51
An effective rainfall of $2$-hour duration produced of flood hydrograph peak of $200 \: m^3/s$. The flood hydrograph has a base flow of $20 \: m^3/s$. If the spatial aver...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2017-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
0 votes
0
0 answers
GATE2015-2-16
The relationship between the length scale ratio $(L_r)$ and the velocity scale ratio $(V_r)$ in the hydraulic models, in which Froude dynamic similarity is maintained is:...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2015-ce-2
water-resources-engineering
hydraulics
energy-depth-relationships
hydraulic-models
+
–
0
0 votes
0
0 answers
GATE2015-2-17
A nozzle is so shaped that the average flow velocity changes linearly from $1.5$ m/s at the beginning to $15$ m/s at its end in a distance of $0.375$m. The magnitude of t...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2015-ce-2
numerical-answers
hydraulics
water-resources-engineering
nozzle
+
–
0
0 votes
0
0 answers
GATE2015-2-18
A hydraulic jump takes place in a frictionless rectangular channel. The pre-jump depth is $y_p$. The alternate and sequent depths corresponding to $y_p$ are $y_a$ and $y_...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2015-ce-2
hydraulics
water-resources-engineering
hydraulic-jump
+
–
0
0 votes
0
0 answers
GATE2015-2-19
The relationship between porosity $(\eta)$, specific yield $(S_y)$ and specific retention $(S_\tau)$ of an unconfined aquifer is:$S_y+S_\tau = \eta$$S_y+ \eta = S_\tau$$S...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-2
hydraulics-and-aquifers
water-resources-engineering
hydrology
+
–
0
0 votes
0
0 answers
GATE2015-2-20
A groundwater sample was found to contain $500$ mg/L total dissolved solids (TDS). TDS (in $\%$) present in the sample is ________.
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-2
numerical-answers
hydrology
water-resources-engineering
ground-water
+
–
0
0 votes
0
0 answers
GATE2015-2-42
A field channel has cultivable commanded are of $2000$ hectares. The intensities of irrigation for gram and wheat are $30 \%$ and $50\%$ respectively. Gram has a kor peri...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Irrigation
gate2015-ce-2
numerical-answers
irrigation
water-resources-engineering
kor-period
+
–
0
0 votes
0
0 answers
GATE2015-2-43
A triangular gate with a base width of $2$ m and a height of $1.5$ m lies in a vertical plane. The top vertex of the gate is $1.5$ m below the surface of a tank which con...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Irrigation
gate2015-ce-2
numerical-answers
irrigation
water-resources-engineering
gravity
hydrostatic-force
+
–
Page:
« prev
1
2
3
4
next »