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1001
GATE2017 CE-1: 22
A $3 \: m$ thick clay layer is subjected to an initial uniform pore pressure of $145 \: kPa$ as shown in the figure. For the given ground conditions, the time (in days, rounded to the nearest integer) required for $90 \%$ consolidation would be ________
A $3 \: m$ thick clay layer is subjected to an initial uniform pore pressure of $145 \: kPa$ as shown in the figure.For the given ground conditions, the time (in days, ro...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Geotechnical Engineering
gate2017-ce-1
numerical-answers
geotechnical-engineering
soil-mechanics
characteristics-of-clay
+
–
0
votes
0
answers
1002
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 value of $r$ for the pipe $AB$ is $1$ and for the pipe $BC$ is $2$. If the ... is equally divided between the pipes $AB$ and $AC$, the value of $r$ (up to two decimal places) for the pipe $AC$ should be _______
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
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Fluid Mechanics
gate2017-ce-1
numerical-answers
fluid-mechanics
water-resources-engineering
flow-in-pipes
+
–
0
votes
0
answers
1003
GATE2017 CE-1: 24
The ordinates of a $2$-hour unit hydrograph for a catchment are given as $\begin{array}{llllll} \text{Time (h)} & 0 & 1 & 2 & 3 & 4 \\ \text{Ordinate } (m^3/s) & 0 & 5 & 12 & 25 & 41 \end{array}$ The ordinate (in $m^3/s$) of a $4$-hour unit hydrograph for this catchment at the time of $3$ h would be _________
The ordinates of a $2$-hour unit hydrograph for a catchment are given as$$\begin{array}{llllll} \text{Time (h)} & 0 & 1 & 2 & 3 & 4 \\ \text{Ordinate } (m^3/s) & 0 & 5 &...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Hydrology
gate2017-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
votes
0
answers
1004
GATE2017 CE-1: 25
Vehicles arriving at an intersection from one of the approach roads follow the Poisson distribution. The mean rate of arrival is $900$ vehicles per hour. If a gap is defined as the time difference between two successive vehicle arrivals (with vehicles assumed to be points), the probability (up to four decimal places) that the gap is greater than $8$ seconds is ___________
Vehicles arriving at an intersection from one of the approach roads follow the Poisson distribution. The mean rate of arrival is $900$ vehicles per hour. If a gap is defi...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Traffic Engineering
gate2017-ce-1
numerical-answers
traffic-engineering
transportation-engineering
poisson-distribution
+
–
0
votes
0
answers
1005
GATE2017 CE-1: 26
For the function $f(x)=a+bx,0\leq x\leq1,$ to be a valid probability density function,which one of the following statements is correct? $a=1,b=4$ $b=0.5,b=1$ $a=0,b=1$ $a=1,b=-1$
For the function $f(x)=a+bx,0\leq x\leq1,$ to be a valid probability density function,which one of the following statements is correct?$a=1,b=4$$b=0.5,b=1$$a=0,b=1$$a=1,b...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Probability and Statistics
gate2017-ce-1
probability-and-statistics
probability
probability-density-function
+
–
0
votes
0
answers
1006
GATE2017 CE-1: 27
The solution of the equation $\dfrac{dQ}{dt} +Q =1$ with $Q=0$ at $t=0$ is $Q(t)=e^{-t}-1$ $Q(t)=1+ e^{-t}$ $Q(t)=1 -e^t$ $Q(t)=1- e^{-t}$
The solution of the equation $\dfrac{dQ}{dt} +Q =1$ with $Q=0$ at $t=0$ is$Q(t)=e^{-t}-1$$Q(t)=1+ e^{-t}$$Q(t)=1 -e^t$$Q(t)=1- e^{-t}$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Ordinary Differential Equation (ODE)
gate2017-ce-1
ordinary-differential-equation
+
–
0
votes
0
answers
1007
GATE2017 CE-1: 28
Consider the matrix $\begin{bmatrix} 5 & -1 \\ 4 & 1 \end{bmatrix}$. Which one of the following statements is TRUE for the eigenvalues and eigenvectors of this matrix? Eigenvalue $3$ has a multiplicity of $2$, and only one independent ... has a multiplicity of $2$, and no independent eigenvector exists. Eigenvalues are $3$ and $-3$, and two independent eigenvectors exist.
Consider the matrix $\begin{bmatrix} 5 & -1 \\ 4 & 1 \end{bmatrix}$. Which one of the following statements is TRUE for the eigenvalues and eigenvectors of this matrix?Eig...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Linear Algebra
gate2017-ce-1
linear-algebra
matrices
eigen-values
eigen-vectors
+
–
0
votes
0
answers
1008
GATE2017 CE-1: 29
A planar truss tower structure is shown in the figure. Consider the following statements about the external and internal determinacies of the truss. Externally Determinate External Static Indeterminacy $=1$ External Static Indeterminacy $=2$ Internally Determinate Internal Static Indeterminacy $=1$ ... S-False; T-False; U- True P-True; Q- True; R-False; S-True; T-False; U- True
A planar truss tower structure is shown in the figure.Consider the following statements about the external and internal determinacies of the truss.Externally DeterminateE...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Analysis
gate2017-ce-1
structural-analysis
structural-engineering
analysis-of-trusses
+
–
0
votes
0
answers
1009
GATE2017 CE-1: 30
Group I contains three broad classes of irrigation supply canal outlets, Group II presents hydraulic performance attributes. ... $P - 2; \: Q - 3; \: R - 1$ $P - 1; \: Q - 3; \: R - 2$
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
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Irrigation
gate2017-ce-1
irrigation
water-resources-engineering
lined-and-unlined-canals
+
–
0
votes
0
answers
1010
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 of $0.5$m. At a particular section, gradually varied flow (GVF) is observed and the flow depth is measured as $0.6$ m. The GVF profile at section is classified as $S_1$ $S_2$ $M_1$ $M_2$
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 dep...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Hydraulics
gate2017-ce-1
water-resources-engineering
mannings-coefficient
hydraulics
gradually-varied-flow
flow-measurement-in-channels
+
–
0
votes
0
answers
1011
GATE2017 CE-1: 32
The following observations are made while testing aggregate for its suitability in pavement construction: Mass of oven-dry aggregate in air $=1000 $ g Mass of saturated surface-dry aggregate in air $=1025 $ g Mass of saturated surface-dry aggregate under water $=625 $ g ... and water absorption $=2.5 \%$ apparent specific gravity of aggregate $=2.5$ and water absorption $=2.4 \%$
The following observations are made while testing aggregate for its suitability in pavement construction:Mass of oven-dry aggregate in air $=1000 $ g Mass of saturated su...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Highway Pavements
gate2017-ce-1
highway-pavements
transportation-engineering
+
–
0
votes
0
answers
1012
GATE2017 CE-1: 33
The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of $96$ seconds is shown in the figure (not drawn to scale) At time $t=0$, the light has just turned red. The ... delay per vehicle $=45$ seconds $s=1200$ vph, and for this cycle, the average stopped delay per vehicle $=28.125$ seconds
The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of $96$ seconds is shown in the ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Traffic Engineering
gate2017-ce-1
traffic-engineering
transportation-engineering
travel-time-delay
statical-analysis-of-traffic-data
+
–
0
votes
0
answers
1013
GATE2017 CE-1: 34
The radius of a horizontal circular curve on a highway is $120$ m. The design speed is $60$ km/hour, and the design coefficient of lateral friction between the tyre and road surface is $0.15$. The estimated value of superrelevation required (if full lateral friction is assumed to develop), and the ... $\dfrac{1}{11.6} \text{ and } 0.24 \\$ $\dfrac{1}{12.9} \text{ and } 0.24$
The radius of a horizontal circular curve on a highway is $120$ m. The design speed is $60$ km/hour, and the design coefficient of lateral friction between the tyre and r...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Traffic Engineering
gate2017-ce-1
traffic-engineering
transportation-engineering
traffic-studios-on-flow-and-speed
+
–
0
votes
0
answers
1014
GATE2017 CE-1: 35
The observed bearings of a traverse are given below: ... $R$ Only $S$ $R$ and $S$ $P$ and $Q$
The observed bearings of a traverse are given below:$\begin{array}{|c|c|c|c|c|} \hline \text{Line} & \text{Bearing} & {} & \text{Line} & \text{Bearing} \\ \hline PQ & 46^...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Geomatics Engineering
gate2017-ce-1
geomatics-engineering
traversing
+
–
0
votes
0
answers
1015
GATE2017 CE-1: 36
The laboratory tests on a soil sample yields the following results: natural moisture content $=18 \%$, liquid limit $=60 \%$, plastic limit $=25 \%$, percentage of clay sized fraction $=25\%$. The liquidity index and activity (as per the expression proposed by Skempton) of the soil, respectively, are $-0.2$ and $1.4$ $0.2$ and $1.4$ $-1.2$ and $0.714$ $1.2$ and $0.714$
The laboratory tests on a soil sample yields the following results: natural moisture content $=18 \%$, liquid limit $=60 \%$, plastic limit $=25 \%$, percentage of clay s...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Soil Mechanics
gate2017-ce-1
soil-mechanics
geotechnical-engineering
liquidity-index
+
–
0
votes
0
answers
1016
GATE2017 CE-1: 37
Consider the equation $\dfrac{du}{dt}=3t^2+1$ with $u=0$ at $t=0$. This is numerically solved by using the forward Euler method with a step size, $\Delta t=2$. The absolute error in the solution at the end of the first time step is _______.
Consider the equation $\dfrac{du}{dt}=3t^2+1$ with $u=0$ at $t=0$. This is numerically solved by using the forward Euler method with a step size, $\Delta t=2$. The absolu...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Ordinary Differential Equation (ODE)
gate2017-ce-1
numerical-answers
ordinary-differential-equation
euler-equations
+
–
0
votes
0
answers
1017
GATE2017 CE-1: 38
A pre-tensioned rectangular concrete beam $150$ mm wide and $300$ mm depth is prestressed with three straight tendons, each having a cross-sectional are of $50 \: mm^2$, to an initial stress of $1200 \: N/mm^2$. The tendons are located at $100$ ... is $6$, the loss of prestressing force (in kN, up to one decimal place) due to the elastic deformation of concrete only is _________.
A pre-tensioned rectangular concrete beam $150$ mm wide and $300$ mm depth is prestressed with three straight tendons, each having a cross-sectional are of $50 \: mm^2$, ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Concrete Structures
gate2017-ce-1
numerical-answers
concrete-structures
structural-engineering
concrete-beam
+
–
0
votes
0
answers
1018
GATE2017 CE-1: 39
Consider the stepped bar made with a linear elastic material and subjected to an axial load of $1$ kN, as shown in the figure. Segments $1$ and $2$ have cross-sectional area of $100 \: mm^2$ and $60 \: mm^2$, Young's modulus of $2 \times 10^5$ MPa ... mm and $900$ mm, respectively. The strain energy (in N-mm, up to one decimal place) in the bar due to the axial load is __________
Consider the stepped bar made with a linear elastic material and subjected to an axial load of $1$ kN, as shown in the figure.Segments $1$ and $2$ have cross-sectional ar...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Engineering
gate2017-ce-1
numerical-answers
axial-load
strain-energy
structural-engineering
+
–
0
votes
0
answers
1019
GATE2017 CE-1: 40
The value of $M$ in the beam ABC shown in the figure is such that the joint B does not rotate. The value of support reaction (in kN) at B should be equal to _________.
The value of $M$ in the beam ABC shown in the figure is such that the joint B does not rotate.The value of support reaction (in kN) at B should be equal to _________.
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Analysis
gate2017-ce-1
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
+
–
0
votes
0
answers
1020
GATE2017 CE-1: 41
Consider the beam ABCD shown in the figure. For a moving concentrated load of $50$ kN on the beam, the magnitude of the maximum bending moment (in kN-m) obtained at the support C will be equal to ________.
Consider the beam ABCD shown in the figure.For a moving concentrated load of $50$ kN on the beam, the magnitude of the maximum bending moment (in kN-m) obtained at the su...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Solid Mechanics
gate2017-ce-1
numerical-answers
solid-mechanics
structural-engineering
bending-moment-in-beam
+
–
0
votes
0
answers
1021
GATE2017 CE-1: 42
Consider two axially loaded columns, namely, $1$ and $2$, made of a linear elastic material with Young's modulus $2 \times 10^5$ MPa, square cross-section with side $10$ mm, and length $1$ m. For column $1$, one end is fixed and the other end is free ... 's theory, the ratio (up to one decimal place) of the buckling load of Column $2$ to the buckling load of Column $1$ is ________
Consider two axially loaded columns, namely, $1$ and $2$, made of a linear elastic material with Young’s modulus $2 \times 10^5$ MPa, square cross-section with side $10...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Engineering Mechanics
gate2017-ce-1
numerical-answers
engineering-mechanics
structural-engineering
euler's-equation
+
–
0
votes
0
answers
1022
GATE2017 CE-1: 43
A column is subjected to a load through a bracket as shown in the figure. The resultant force (in kN, up to one decimal place) in the bolt $1$ is _______
A column is subjected to a load through a bracket as shown in the figure.The resultant force (in kN, up to one decimal place) in the bolt $1$ is _______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Steel Structures
gate2017-ce-1
numerical-answers
structural-engineering
resultant-force
steel-structures
bracket-connection
+
–
0
votes
0
answers
1023
GATE2017 CE-1: 44
A particle of mass $2$ kg is travelling at a velocity of $1.5$ m/s. A force $f(t) = 3t^2$ (in N) is applied to it in the direction of motion for a duration of $2$ seconds, where $t$ denotes time in seconds. The velocity (in m/s, up to one decimal place) of the particle immediately after the removal of the force is _______.
A particle of mass $2$ kg is travelling at a velocity of $1.5$ m/s. A force $f(t) = 3t^2$ (in N) is applied to it in the direction of motion for a duration of $2$ seconds...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Engineering Mechanics
gate2017-ce-1
numerical-answers
structural-engineering
engineering-mechanics
internal-forces-in-structures
+
–
0
votes
0
answers
1024
GATE2017 CE-1: 45
The activity details of a project are given below: ... The estimated minimum time (in days) for the completion of the project will be __________
The activity details of a project are given below:$$\begin{array}{|c|c|c|} \hline \text{Activity} & \text{Depends on} & \text{Duration (in days)} \\ \hline P & \dots & 6 ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Construction Materials and Management
gate2017-ce-1
numerical-answers
construction-materials-and-management
structural-engineering
project-planning
cost-estimation
+
–
0
votes
0
answers
1025
GATE2017 CE-1: 46
It is proposed to drive H-piles up to a depth of $7$ m at a construction site. The average surface area of the H-pile is $3 \: m^2$ ... . The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is _____________
It is proposed to drive H-piles up to a depth of $7$ m at a construction site. The average surface area of the H-pile is $3 \: m^2$ per meter length. The soil at the site...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Foundation Engineering
gate2017-ce-1
numerical-answers
geotechnical-engineering
foundation-engineering
effect-of-water-table
load-capacity-of-piles-in-clay
+
–
0
votes
0
answers
1026
GATE2017 CE-1: 47
The infinite sand slope shown in the figure is on the verge of sliding failure. The ground water table coincides with the ground surface. Unit weight of water $\gamma_w = 9.81 \: kN/m^3$. The value of the effective angle of internal friction (in degrees, up to one decimal place) of the sand is ________.
The infinite sand slope shown in the figure is on the verge of sliding failure. The ground water table coincides with the ground surface. Unit weight of water $\gamma_w =...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Foundation Engineering
gate2017-ce-1
numerical-answers
foundation-engineering
geotechnical-engineering
effect-of-water-table
+
–
0
votes
0
answers
1027
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, while the depth is $0.2$ m downstream of the gate. Assuming a smooth flow transition ... gravity $10 \: m/s^2$, the discharge (in $m^3/s$, up to two decimal places) passing under the sluice gate is ___________
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
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Hydraulics
gate2017-ce-1
numerical-answers
water-resources-engineering
hydraulics
flow-measurement-in-channels
+
–
0
votes
0
answers
1028
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 Section $1-1$ is $\frac{27}{\sqrt{\pi}}$ cm, while the nozzle ... bend is negligible. The magnitude of the force (in kN, up to two decimal places) that would be required to hold the pipe section is __________
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
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Fluid Mechanics
gate2017-ce-1
numerical-answers
flow-in-pipes
fluid-mechanics
water-resources-engineering
+
–
0
votes
0
answers
1029
GATE2017 CE-1: 50
A consolidated undrained $(\overline{CU})$ triaxial compression test is conducted on a normally consolidated clay at a confining pressure of $100$ kPa. The deviator stress at failure is $80$ kPa, and the pore-water pressure measured at failure is $50$ kPa. The effective angle of internal friction (in degrees, up to one decimal place) of the soil is __________
A consolidated undrained $(\overline{CU})$ triaxial compression test is conducted on a normally consolidated clay at a confining pressure of $100$ kPa. The deviator stres...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Soil Mechanics
gate2017-ce-1
numerical-answers
geotechnical-engineering
soil-mechanics
one-dimensional-consolidation
+
–
0
votes
0
answers
1030
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 average rainfall in the watershed for the duration of storm is $2$ cm and the average loss rate is $0.4$ cm/hour, the peak of $2$-hour unit hydrograph (in $m^3/s-cm$ up to one decimal place) is ________
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
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Hydrology
gate2017-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
votes
0
answers
1031
GATE2017 CE-1: 52
The equivalent sound power level (in dB) of the four sources with the noise levels of $60$ dB, $69$ dB, $70$ dB and $79$ dB is ______
The equivalent sound power level (in dB) of the four sources with the noise levels of $60$ dB, $69$ dB, $70$ dB and $79$ dB is ______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Noise Pollution
gate2017-ce-1
numerical-answers
noise-pollution
environmental-engineering
measurement-of-noise
+
–
0
votes
0
answers
1032
GATE2017 CE-1: 53
The spherical grit particles, having a radius of $0.01$ mm and specific gravity of $3.0$, need to be separated in a settling chamber. It is given that $g=9.81 \: m/s^2$ the density of the liquid in the settling chamber $=1000 \: kg/m^3$ the ... settling chamber $=10^{-6} \: m^2/s$ Assuming laminar conditions, the settling velocity (in mm/s, up to one decimal place) is __________
The spherical grit particles, having a radius of $0.01$ mm and specific gravity of $3.0$, need to be separated in a settling chamber. It is given that$g=9.81 \: m/s^2$the...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Fluid Mechanics
gate2017-ce-1
numerical-answers
fluid-mechanics
laminar-conditions
environmental-engineering
+
–
0
votes
0
answers
1033
GATE2017 CE-1: 54
Two wastewater streams A and B, having an identical ultimate BOD are getting mixed to form the stream C. The temperature of the stream A is $20^{\circ}C$ and the temperature of the stream C is $10^{\circ}C$. It is given that the $5$-day BOD of the stream A measured ... The $5-$day BOD (in mg\I, up to one decimal place ) of the stream C, calculated at $10^{\circ} C$, is _________
Two wastewater streams A and B, having an identical ultimate BOD are getting mixed to form the stream C. The temperature of the stream A is $20^{\circ}C$ and the temperat...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Water and Waste Water Quality and Treatment
gate2017-ce-1
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
biological-oxygen-demand
+
–
1
votes
1
answer
1034
GATE2017 CE-1: 55
The wastewater having an organic concentration of $54$ mg/l is flowing at a steady rate of $0.8 \: m^3/day$ through a detention tank of dimensions $2m \times 4 m \times 2 m$. If the contents of the tank are well mixed and the decay constant $0.1$ per day, the outlet concentration (in mg/l, up to one decimal place) is _________
The wastewater having an organic concentration of $54$ mg/l is flowing at a steady rate of $0.8 \: m^3/day$ through a detention tank of dimensions $2m \times 4 m \times 2...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Water and Waste Water Quality and Treatment
gate2017-ce-1
numerical-answers
steady-rate
water-and-waste-water-quality-and-treatment
environmental-engineering
+
–
0
votes
0
answers
1035
GATE Civil 2017 Set 1 | GA Question: 1
The bacteria in milk are destroyed when it __________ heated to $80$ degree Celsius. would be will be is was
The bacteria in milk are destroyed when it __________ heated to $80$ degree Celsius.would bewill beiswas
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Verbal Aptitude
gate2017-ce-1
verbal-ability
english-grammar
+
–
0
votes
1
answer
1036
GATE Civil 2017 Set 1 | GA Question: 2
________with someone else’s email account is now a very serious offence. Involving Assisting Tampering Incubating
________with someone else’s email account is now a very serious offence.InvolvingAssistingTamperingIncubating
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Verbal Aptitude
gate2017-ce-1
verbal-ability
most-appropriate-word
+
–
0
votes
0
answers
1037
GATE Civil 2017 Set 1 | GA Question: 3
Consider the following sentences: All benches are beds. No bed is a bulb. Some bulbs are lamps. Which of the following can be inferred? Some beds are lamps. Some lamps are beds. Only i Only ii Both i and ii Neither i nor ii
Consider the following sentences:All benches are beds. No bed is a bulb. Some bulbs are lamps.Which of the following can be inferred?Some beds are lamps.Some lamps are be...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Analytical Aptitude
gate2017-ce-1
analytical-aptitude
logical-reasoning
sentences-follow
+
–
0
votes
0
answers
1038
GATE Civil 2017 Set 1 | GA Question: 4
If the radius of a right circular cone is increased by $50\%$, its volume increases by $75\%$ $100\%$ $125\%$ $237.5\%$
If the radius of a right circular cone is increased by $50\%$, its volume increases by$75\%$$100\%$$125\%$$237.5\%$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Quantitative Aptitude
gate2017-ce-1
numerical-ability
percentages
+
–
0
votes
0
answers
1039
GATE Civil 2017 Set 1 | GA Question: 5
The following sequence of numbers is arranged in increasing order: $1,x,x,x,y,y,9,16,18$. Given that the mean and median are equal, and are also equal to twice the mode, the value of $y$ is $5$ $6$ $7$ $8$
The following sequence of numbers is arranged in increasing order: $1,x,x,x,y,y,9,16,18$. Given that the mean and median are equal, and are also equal to twice the mode, ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Quantitative Aptitude
gate2017-ce-1
numerical-ability
statistics
mean-median-mode
+
–
0
votes
1
answer
1040
GATE Civil 2017 Set 1 | GA Question: 6
The old concert hall was demolished because of fears that the foundation would be affected by the construction of the new metro line in the area. Modern technology for underground metro construction tried to mitigate the impact of ... metro construction in that area. pressurized air can be used to excavate large amounts of soil from underground areas.
The old concert hall was demolished because of fears that the foundation would be affected by the construction of the new metro line in the area. Modern technology for un...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Verbal Aptitude
gate2017-ce-1
verbal-ability
verbal-reasoning
passage-reading
+
–
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