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1001
GATE2015-2-48
A water treatment plant of capacity, $1 \: m^3/s$ has filter boxed of dimensions $6 \; m \times 10 \: m$. Loading rate to the filters is $120 \: m^3/day/m^2$. When two of the filters are out of service for back washing, the loading rate (in $m^3/day/m^2$) is _________.
A water treatment plant of capacity, $1 \: m^3/s$ has filter boxed of dimensions $6 \; m \times 10 \: m$. Loading rate to the filters is $120 \: m^3/day/m^2$. When two of...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Water and Waste Water Quality and Treatment
gate2015-ce-2
numerical-answers
water-and-waste-water
environmental-engineering
water-treatment-plant
+
–
0
votes
0
answers
1002
GATE2015-2-49
Ultimate BOD of a river water sample is $20$ mg/L. BOD rate constant (natural log) is $0.15 \: day^{-1}$. The respective values of BOD (in $\%$) exerted and remaining after $7$ days are: $45$ and $55$ $55$ and $45$ $65$ and $35$ $75$ and $25$
Ultimate BOD of a river water sample is $20$ mg/L. BOD rate constant (natural log) is $0.15 \: day^{-1}$. The respective values of BOD (in $\%$) exerted and remaining aft...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Environmental Engineering
gate2015-ce-2
environmental-engineering
bod-rate-constant
+
–
1
votes
0
answers
1003
GATE2015-2-50
In a wastewater treatment plant, primary sedimentation tank (PST) designed at an overflow rate of $32.5 \: m^3/day/m^2$ is $32.5$ m long, $8.0$ m wide and liquid depth of $2.25$ m. If the length of the weir is $75$ m, the weir loading rate (in $m^3/day/m$) is ______.
In a wastewater treatment plant, primary sedimentation tank (PST) designed at an overflow rate of $32.5 \: m^3/day/m^2$ is $32.5$ m long, $8.0$ m wide and liquid depth of...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Water and Waste Water Quality and Treatment
gate2015-ce-2
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
wastewater-treatment-plant
+
–
0
votes
0
answers
1004
GATE2015-2-51
The relation between speed $u$ (in km/h) and density $k$ (number of vehicles/km) for a traffic stream on a road is $u=70-0.7k$. The capacity on this road is _________ vph (vehicles/hour).
The relation between speed $u$ (in km/h) and density $k$ (number of vehicles/km) for a traffic stream on a road is $u=70-0.7k$. The capacity on this road is _________ vph...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-2
numerical-answers
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
votes
0
answers
1005
GATE2015-2-52
Match the information related to tests on aggregates given in Group - I with that in Group - II. ... $P - 4; Q - 1; R - 3; S - 2;$ $P - 3; Q - 4; R - 2; S - 1;$
Match the information related to tests on aggregates given in Group – I with that in Group – II.$\begin{array}{ll} \text{Group – I} & \text{Group – II} \\ P. \tex...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Transportation Engineering
gate2015-ce-2
transportation-engineering
highway-pavements
quality-control-tests
+
–
0
votes
0
answers
1006
GATE2015-2-53
In Marshall method of mix design, the coarse aggregate, fine aggregate, fines and bitumen having respective values of specific gravity $2.60, 2.70, 2.65$ and $1.01$, are mixed in the relative proportions ($\%$ by weight) of $55.0, \: 35.8, \: 3.7$ and $5.5$ respectively. The ... the mix respectively are: $2.42$ and $2.63$ $2.42$ and $2.78$ $2.42$ and $2.93$ $2.64$ and $2.78$
In Marshall method of mix design, the coarse aggregate, fine aggregate, fines and bitumen having respective values of specific gravity $2.60, 2.70, 2.65$ and $1.01$, are ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Construction Materials and Management
gate2015-ce-2
construction-materials-and-management
mix-design
marshall-method
structural-engineering
+
–
0
votes
0
answers
1007
GATE2015-2-54
The bearings of two inaccessible stations, $S_1$ (Easting $500$ m, Northing $500$ m) and $S_2$ (Easting $600$ m, Northing $450$ m) from a station $S_3$ were observed as $225^{\circ}$ and $153^{\circ}\: 26’$ respectively. The independent Easting (in m) of station $S_3$ is: $450.000$ $570.710$ $550.000$ $650.000$
The bearings of two inaccessible stations, $S_1$ (Easting $500$ m, Northing $500$ m) and $S_2$ (Easting $600$ m, Northing $450$ m) from a station $S_3$ were observed as $...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-2
geomatics-engineering
bearings
independent-easting
+
–
0
votes
0
answers
1008
GATE2015-2-55
Two Pegs A and B were fixed on opposite banks of a $50$ m wide river. The level was set up at A and the staff readings on Pegs A and B were observed as $1.350$ m and $1.550$ m, respectively. Thereafter the instrument was shifted and set up at B. The staff reading on Pegs B and ... m and $0.550$ m, respectively. If the R.L. of Peg A is $100.200$ m, the R.L. (in m) of Peg B is _______.
Two Pegs A and B were fixed on opposite banks of a $50$ m wide river. The level was set up at A and the staff readings on Pegs A and B were observed as $1.350$ m and $1.5...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-2
numerical-answers
geomatics
pegs
staff-readings
distance-measurement
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–
0
votes
0
answers
1009
GATE Civil 2015 Set 1 | GA Question: 1
Extreme focus on syllabus and studying for tests has become such a dominant concern of Indian students that they close their minds to anything_________ to the requirements of the exam. related extraneous outside useful
Extreme focus on syllabus and studying for tests has become such a dominant concern of Indian students that they close their minds to anything_________ to the requirement...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Verbal Aptitude
gate2015-ce-1
verbal-ability
most-appropriate-word
+
–
0
votes
0
answers
1010
GATE Civil 2015 Set 1 | GA Question: 4
If ROAD is written as URDG, then SWAN should be written as: VXDQ VZDQ VZDP UXDQ
If ROAD is written as URDG, then SWAN should be written as:VXDQVZDQVZDPUXDQ
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Analytical Aptitude
gate2015-ce-1
analytical-aptitude
logical-reasoning
sequence-series
+
–
0
votes
0
answers
1011
GATE Civil 2015 Set 1 | GA Question: 5
A function $f(x)$ is linear and has a value of $29$ at $x=-2$ and $39$ at $x=3.$ Find its value at $x=5.$ $59$ $45$ $43$ $35$
A function $f(x)$ is linear and has a value of $29$ at $x=-2$ and $39$ at $x=3.$ Find its value at $x=5.$$59$$45$$43$$35$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Quantitative Aptitude
gate2015-ce-1
numerical-ability
functions
+
–
0
votes
0
answers
1012
GATE Civil 2015 Set 1 | GA Question: 8
The exports and imports (in crores of Rs.) of a country from the year $2000$ to $2007$ are given in the following bar chart. In which year is the combined percentage increase in imports and exports the highest?
The exports and imports (in crores of Rs.) of a country from the year $2000$ to $2007$ are given in the following bar chart. In which year is the combined percentage incr...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Quantitative Aptitude
gate2015-ce-1
numerical-answers
numerical-ability
data-interpretation
bar-graph
+
–
1
votes
0
answers
1013
GATE Civil 2015 Set 1 | GA Question: 9
Choose the most appropriate equation for the function drawn as a thick line, in the plot below. $x=y – \mid y \mid $ $x=-(y – \mid y \mid )$ $x=y+ \mid y \mid $ $x=-(y+\mid y \mid )$
Choose the most appropriate equation for the function drawn as a thick line, in the plot below.$x=y – \mid y \mid $$x=-(y – \mid y \mid )$$x=y+ \mid y \mid $$x=-(y+...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Quantitative Aptitude
gate2015-ce-1
numerical-ability
functions
+
–
0
votes
0
answers
1014
GATE Civil 2015 Set 1 | GA Question: 10
The head of a newly formed government desires to appoint five of the six selected members $P, Q, R, S, T, $and $U$ to portfolios of Home, Power, Defense, Telecom, and Finance. $U$ does not want any portfolio if $S$ gets one of the five. $R$ wants either Home ... $S$ - Telecom, $U$ - Finance $Q$- Home, $U$ - Power, $T$ - Defense, $R$ - Telecom, $P$ - Finance
The head of a newly formed government desires to appoint five of the six selected members $P, Q, R, S, T, $and $U$ to portfolios of Home, Power, Defense, Telecom, and Fin...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Analytical Aptitude
gate2015-ce-1
analytical-aptitude
logical-reasoning
+
–
0
votes
0
answers
1015
GATE2015-1-1
For what value of $p$ the following set of equations will have no solution? $2x+3y=5$ $3x+py=10$
For what value of $p$ the following set of equations will have no solution?$2x+3y=5$$3x+py=10$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Linear Algebra
gate2015-ce-1
numerical-answers
linear-algebra
system-of-equations
+
–
0
votes
0
answers
1016
GATE2015-1-2
The integral $\int_{x_{1}}^{x_{2}}x^{2}\:dx$ with $x_{2}>x_{1}>0$ is evaluated analytically as well as numerically using a single application of the trapezoidal rule. If $I$ is the exact value of the integral obtained analytically and ... , which of the following statement is correct about their relationship? $J>I$ $J<I$ $J=I$ Insufficient data to determine the relationship
The integral $\int_{x_{1}}^{x_{2}}x^{2}\:dx$ with $x_{2}>x_{1}>0$ is evaluated analytically as well as numerically using a single application of the trapezoidal rule. If ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Numerical Methods
gate2015-ce-1
numerical-methods
integration-by-trapezoidal-and-simpsons-rule
+
–
0
votes
0
answers
1017
GATE2015-1-3
Consider the following probability mass function (p.m.f) of a random variable $X:$ $p(x,q) = \begin{cases} q & \text{ if } X=0 \\ 1 – q & \text{ if } X=1 \\ 0 & \text{otherwise} \end{cases} $ If $q=0.4$, the variance of $X$ is _________
Consider the following probability mass function (p.m.f) of a random variable $X:$$$p(x,q) = \begin{cases} q & \text{ if } X=0 \\ 1 – q & \text{ if } X=1 \\ 0 & \text{o...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Probability and Statistics
gate2015-ce-1
numerical-answers
probability-and-statistics
probability
probability-mass-function
random-variable
+
–
0
votes
0
answers
1018
GATE2015-1-4
Workability of concrete can be measured using slump, compaction factor and Vebe time. Consider the following statements for workability of concrete. As the slump increases, the Vebe time increases As the slump increases, the compaction factor increases Which of the following is TRUE? Both (i) and ( ... (i) and (ii) are False (i) is True and (ii) is False (i) is False and (ii) is True
Workability of concrete can be measured using slump, compaction factor and Vebe time. Consider the following statements for workability of concrete.As the slump increases...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Construction Materials and Management
gate2015-ce-1
structural-engineering
construction-materials-and-management
workability-of-concrete
material-properties-and-behaviour
+
–
0
votes
0
answers
1019
GATE2015-1-5
Consider the following statements for air-entrained concrete: Air-entrainment reduces the water demand for a given level of workability Use of air-entrained concrete is required in environments where cyclic freezing and thawing is expected Which of the following is TRUE? Both (i) and (ii) are True Both (i) and (ii) are False (i) is True and (ii) is False (i) is False and (ii) is True
Consider the following statements for air-entrained concrete:Air-entrainment reduces the water demand for a given level of workabilityUse of air-entrained concrete is re...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Concrete Structures
gate2015-ce-1
concrete-structures
structural-engineering
air-entrained-concrete
+
–
0
votes
0
answers
1020
GATE2015-1-6
Consider the singly reinforced beam shown in the figure below: At cross-section $XX$, which of the following statements is TRUE at the limit state? The variation of stress is linear and that of strain is non-linear The variation of strain is linear and that of stress is non-linear The variation of both stress and strain is linear The variation of both stress and strain is non - linear
Consider the singly reinforced beam shown in the figure below:At cross-section $XX$, which of the following statements is TRUE at the limit state?The variation of stress ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Solid Mechanics
gate2015-ce-1
solid-mechanics
structural-engineering
reinforced-beam
stress-and-starin
+
–
0
votes
0
answers
1021
GATE2015-1-7
For the beam shown below, the stiffness coefficient $K_{22}$ can be written as $\dfrac{6EI}{L^2} \\$ $\dfrac{12EI}{L^3} \\$ $\dfrac{3EI}{L} \\$ $\dfrac{EI}{6L^2}$
For the beam shown below, the stiffness coefficient $K_{22}$ can be written as$\dfrac{6EI}{L^2} \\$$\dfrac{12EI}{L^3} \\$$\dfrac{3EI}{L} \\$$\dfrac{EI}{6L^2}$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Analysis
gate2015-ce-1
structural-analysis
structural-engineering
stiffness-coefficient
+
–
0
votes
0
answers
1022
GATE2015-1-8
The development length of a deformed reinforcement bar can be expressed as $(1/k) (\phi \sigma_s / \tau_{bd})$. From the $IS: 456 – 2000$, the value of $k$ can be calculated as _______
The development length of a deformed reinforcement bar can be expressed as $(1/k) (\phi \sigma_s / \tau_{bd})$. From the $IS: 456 – 2000$, the value of $k$ can be calcu...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Engineering
gate2015-ce-1
numerical-answers
structural-engineering
+
–
0
votes
0
answers
1023
GATE2015-1-9
For the beam shown below, the value of the support moment $M$ is _____ $kN-m$.
For the beam shown below, the value of the support moment $M$ is _____ $kN-m$.
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Engineering
gate2015-ce-1
numerical-answers
structural-engineering
beam
support-moment
+
–
0
votes
0
answers
1024
GATE2015-1-10
Two triangular wedges are glued together as shown in the following figure. The stress acting normal to the interface, $\sigma_n$ is _______ MPa.
Two triangular wedges are glued together as shown in the following figure. The stress acting normal to the interface, $\sigma_n$ is _______ MPa.
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Engineering
gate2015-ce-1
numerical-answers
structural-engineering
stress
+
–
0
votes
0
answers
1025
GATE2015-1-11
A fine-grained soil has $60 \%$ (by weight) slit content. The soil behaves as $\textit{semi-solid}$ when water content is between $15 \%$ and $28 \%$. The soil behaves $\textit{fluid-like}$ when the water content is more than $40 \%$. The $’\textit{Activity}\:’$ of the soil is $3.33$ $0.42$ $0.30$ $0.20$
A fine-grained soil has $60 \%$ (by weight) slit content. The soil behaves as $\textit{semi-solid}$ when water content is between $15 \%$ and $28 \%$. The soil behaves $\...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
soil-mechanics
geotechnical-engineering
moisture-content-test
+
–
0
votes
0
answers
1026
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 velocity Seepage velocity can never be smaller than discharge velocity Seepage velocity is equal to the discharge velocity No relation between Seepage velocity and discharge velocity can be established
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
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
discharge-and-seepage-velocity
+
–
0
votes
0
answers
1027
GATE2015-1-13
Which of the following statements is TRUE for degree of disturbance of collected soil sample? Thinner the sampler wall, lower the degree of disturbance of collected soil sample Thicker the sampler wall, lower the degree of disturbance of collected soil ... sample are unrelated The degree of disturbance of collected soil sample is proportional to the inner diameter of the sampling tube
Which of the following statements is TRUE for degree of disturbance of collected soil sample?Thinner the sampler wall, lower the degree of disturbance of collected soil s...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
soil-mechanics
geotechnical-engineering
+
–
0
votes
0
answers
1028
GATE2015-1-14
In an unconsolidated undrained triaxial test, it is observed that an increase in cell pressure from $150$ kPa to $250$ kPa leads to a pore pressure increase $80$ kPa. It is further observed that, an increase of $50$ kPa in deviatoric stress results in an increase of $25$ kPa in the pore pressure. The value of $\textit{Skempton’s pore pressure parameter B}$ is $0.5$ $0.625$ $0.8$ $1.0$
In an unconsolidated undrained triaxial test, it is observed that an increase in cell pressure from $150$ kPa to $250$ kPa leads to a pore pressure increase $80$ kPa. It ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Foundation Engineering
gate2015-ce-1
geotechnical-engineering
foundation-engineering
pore-pressure
triaxial-test
+
–
0
votes
0
answers
1029
GATE2015-1-15
Which of the following statements is NOT correct? Loose sand exhibits contractive behavior upon shearing Dense sand when sheared under undrained condition, may lead to generation of negative pore pressure Black cotton sild exhibits expansive behavior Liquefaction is ... soil near the downstream side of dams or sheet-piles loses its shear strength due to high upward hydraulic gradient
Which of the following statements is NOT correct?Loose sand exhibits contractive behavior upon shearingDense sand when sheared under undrained condition, may lead to gene...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
geotechnical-engineering
soil-mechanics
characteristics-of-sand
+
–
0
votes
0
answers
1030
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 as $\rho = \dfrac{1}{x}$. Which of the following is a valid expression for the velocity component in the $y$ – direction, $v_y$? $v_y= \:– x/y$ $v_y = x/y$ $v_y = \:-xy$ $v_y = xy$
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
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
flow-in-pipes
+
–
0
votes
0
answers
1031
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 elevation from higher to lower pressure from higher to lower velocity from higher to lower piezometric head
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
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
flow-in-pipes
+
–
0
votes
0
answers
1032
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 it is flowing just full, i.e., the water level just touches the crest. The discharge in this condition is denoted ... by $Q_{\text{half}}$. The ratio $Q_{\text{full}} / Q_{\text{half}}$ is $1$ $\sqrt{2}$ $2$ $4$
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...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Water Resources Engineering
gate2015-ce-1
water-resources-engineering
hydraulics
flow-measurement-in-channel-and-pipes
+
–
0
votes
0
answers
1033
GATE2015-1-19
The two columns below show some parameters and their possible values. ... $P - I, Q - V, R - VI, S - II$ $P - III, Q - II, R - V, S - IV$
The two columns below show some parameters and their possible values.$\begin{array}{ll} \textbf{Parameter} & \textbf{Value} \\ P – \text{ Gross Command Area} & I – 10...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Concrete Structures
gate2015-ce-1
concrete-structures
structural-engineering
design-of-columns
+
–
0
votes
0
answers
1034
GATE2015-1-20
Total Kjeldahl Nitrogen (TKN) concentration (mg/L as N) in domestic sewage is the sum of the concentrations of organic and inorganic nitrogen in sewage organic nitrogen and nitrate in sewage organic nitrogen and ammonia in sewage ammnia and nitrate in sewage
Total Kjeldahl Nitrogen (TKN) concentration (mg/L as N) in domestic sewage is the sum of the concentrations oforganic and inorganic nitrogen in sewageorganic nitrogen and...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Water and Waste Water Quality and Treatment
gate2015-ce-1
water-and-waste-water-quality-and-treatment
environmental-engineering
sewage-treatment
+
–
0
votes
0
answers
1035
GATE2015-1-21
Solid waste generated from an industry contains only two components, X and Y as shown in the table below. ... $100(c_1 \rho_1 +c_2 \rho_2) \\$ $100 \bigg( \dfrac{\rho_1 \rho_2}{c_1 \rho_1 + c_2 \rho_2} \bigg)$
Solid waste generated from an industry contains only two components, X and Y as shown in the table below.$$\begin{array}{ccc} \textbf{Component} & \textbf{Composition} & ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Municipal Solid Wastes
gate2015-ce-1
municipal-solid-waste
environmental-engineering
engineered-system-for-solid-waste-management
+
–
0
votes
0
answers
1036
GATE2015-1-22
The penetration value of a bitumen sample tested at $25^{\circ}C$ is $80$. When this sample is heated to $60^{\circ}C$ and tested again, the needle of the penetration test apparatus penetrates the bitumen sample by $d$ mm. The value of $d$ CANNOT be less than ______ mm.
The penetration value of a bitumen sample tested at $25^{\circ}C$ is $80$. When this sample is heated to $60^{\circ}C$ and tested again, the needle of the penetration tes...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Highway Pavements
gate2015-ce-1
numerical-answers
transportation-engineering
highway-pavements
desirable-properties-of-bitumen
tests-on-bitumen
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–
0
votes
0
answers
1037
GATE2015-1-23
Which of the following statements CANNOT be used to describe free flow speed $(u_f)$ of a traffic stream? $(u_f)$ is the speed when flow is negligible $(u_f)$ is the speed when density is negligible $(u_f)$ is affected by geometry and surface conditions of the road $(u_f)$ is the speed at which flow is maximum and density is optimum
Which of the following statements CANNOT be used to describe free flow speed $(u_f)$ of a traffic stream?$(u_f)$ is the speed when flow is negligible$(u_f)$ is the speed ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
votes
0
answers
1038
GATE2015-1-24
Which of the following statements is FALSE? Plumb line is along the direction of gravity Mean Sea Level (MSL) is used as a reference surface for establishing the horizontal control Mean Sea Level (MSL) is a simplification of the Geoid Geoid is an equi-potential surface of gravity
Which of the following statements is FALSE?Plumb line is along the direction of gravityMean Sea Level (MSL) is used as a reference surface for establishing the horizontal...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
levelling
mean-sea-level
+
–
0
votes
0
answers
1039
GATE2015-1-25
In a closed loop traverse of $1$ km total length, the closing errors in departure and latitude are $0.3$ m and $0.4$ m, respectively. The relative precision of this traverse will be: $1:5000$ $1:4000$ $1:3000$ $1:2000$
In a closed loop traverse of $1$ km total length, the closing errors in departure and latitude are $0.3$ m and $0.4$ m, respectively. The relative precision of this trave...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
traversing
+
–
0
votes
0
answers
1040
GATE2015-1-26
The smallest and largest Eigen values of the following matrix are: $\begin{bmatrix} 3 & -2 & 2 \\ 4 & -4 & 6 \\ 2 & -3 & 5 \end{bmatrix}$ $1.5$ and $2.5$ $0.5$ and $2.5$ $1.0$ and $3.0$ $1.0$ and $2.0$
The smallest and largest Eigen values of the following matrix are:$\begin{bmatrix} 3 & -2 & 2 \\ 4 & -4 & 6 \\ 2 & -3 & 5 \end{bmatrix}$$1.5$ and $2.5$$0.5$ and $2.5$$1.0...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Linear Algebra
gate2015-ce-1
linear-algebra
matrices
eigen-values
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