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Recent questions tagged numerical-answers
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votes
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answers
281
GATE2016-2-18
A water supply board is responsible for treating $1500 \:m^3/day$ of water. A settling column analysis indicates that an overflow rate of $20 \: m/day$ will produce satisfactory removal for a depth of $3.1 \: m$. It is decided to have two circular settling tanks in parallel. The required diameter (expressed in $m$) of the settling tank is __________
A water supply board is responsible for treating $1500 \:m^3/day$ of water. A settling column analysis indicates that an overflow rate of $20 \: m/day$ will produce satis...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Water and Waste Water Quality and Treatment
gate2016-ce-2
numerical-answers
environmental-engineering
water-and-waste-water-quality-and-treatment
drinking-water-treatment
+
–
0
votes
0
answers
282
GATE2016-2-19
The hardness of a ground water sample was found to be $420 \: mg/L$ as $CaCO_3$. A softener containing ion exchange resins was installed to reduce the total hardness to $75 \: mg/L$ as $CaCO_3$ before supplying to $4$ households. Each household gets treated water at ... $100\%$, the bypass flow rate (expressed in $L/day$) is _________
The hardness of a ground water sample was found to be $420 \: mg/L$ as $CaCO_3$. A softener containing ion exchange resins was installed to reduce the total hardness to $...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Water and Waste Water Quality and Treatment
gate2016-ce-2
numerical-answers
environmental-engineering
water-and-waste-water-quality-and-treatment
hardness-of-water
+
–
0
votes
0
answers
283
GATE2016-2-29
The area between the parabola $x^2=8y$ and the straight line $y=8$ is _______.
The area between the parabola $x^2=8y$ and the straight line $y=8$ is _______.
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Calculus
gate2016-ce-2
calculus
definite-integral
area-under-curve
numerical-answers
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–
0
votes
0
answers
284
GATE2016-2-35
A haunched (varying depth) reinforced concrete beam is simply supported at both ends, as shown in the figure. The beam is subjected to a uniformly distributed factored load of intensity $10 \: kN/m$. The design shear force (expressed in $kN$) at the section X-X of the beam is ________
A haunched (varying depth) reinforced concrete beam is simply supported at both ends, as shown in the figure. The beam is subjected to a uniformly distributed factored lo...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-2
numerical-answers
concrete-structures
structural-engineering
shear-force
design-of-rc-beam
+
–
0
votes
0
answers
285
GATE2016-2-36
A $450 \: mm$ long plain concrete prism is subjected to the concentrated vertical loads as shown in the figure. Cross section of the prism is given as $150 \: mm \times 150 \: mm$. Considering linear stress distribution across the cross-section, the modulus of rupture (expressed in MPa) is _____________
A $450 \: mm$ long plain concrete prism is subjected to the concentrated vertical loads as shown in the figure. Cross section of the prism is given as $150 \: mm \times 1...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-2
numerical-answers
concrete-structures
structural-analysis
concrete-prism
+
–
0
votes
0
answers
286
GATE2016-2-40
The seepage occurring through an earthen dam is represented by a flownet comprising of $10$ equipotential drops and $20$ flow channels. The coefficient of permeability of the soil is $3 \: mm/min$ and the head loss is $5 \: m$. The rate of seepage (expressed in $cm^3/s$ per $m$ length of the dam) through the earthen dam is _________
The seepage occurring through an earthen dam is represented by a flownet comprising of $10$ equipotential drops and $20$ flow channels. The coefficient of permeability of...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-2
numerical-answers
soil-mechanics
geotechnical-engineering
seepage-through-soils
coefficient-of-permeability
+
–
0
votes
0
answers
287
GATE2016-2-41
The soil profile at a site consists of a $5 \: m$ thick sand layer underlain by a $c - \phi$ soil as shown in figure. The water table is found $1 \: m$ below the ground level. The entire soil mass is retained by a concrete retaining wall and is ... the wall is smooth ans vertical. The total active earth pressure (expressed in $kN/m^2$) at point A as per Rankine's theory is __________
The soil profile at a site consists of a $5 \: m$ thick sand layer underlain by a $c - \phi$ soil as shown in figure. The water table is found $1 \: m$ below the ground l...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Foundation Engineering
gate2016-ce-2
numerical-answers
foundation-engineering
geotechnical-engineering
rankine's-theory
effect-of-water-table
+
–
0
votes
0
answers
288
GATE2016-2-43
Water flows from P to Q through two soil samples, Soil $1$, Soil $2$, having cross sectional area of $80 \: cm^2$ as shown in the figure. Over a period of $15$ minutes, $200$ ml of water was observed to pass through any cross-section. The flow-conditions ... of permeability of Soil $1$ is $0.02$ mm/s, the coefficient of permeability of Soil $2$ (expressed in mm/s) would be _________
Water flows from P to Q through two soil samples, Soil $1$, Soil $2$, having cross sectional area of $80 \: cm^2$ as shown in the figure. Over a period of $15$ minutes, $...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-2
numerical-answers
soil-mechanics
geotechnical-engineering
permeability-one-dimensional-flow
+
–
0
votes
0
answers
289
GATE2016-2-44
A $4 \: m$ wide strip footing is founded at a depth of $1.5 \: m$ below the ground surface in a $c-\phi$ soil as shown in the figure. The water table is at a depth of $5.5 \: m$ ... equation and a factor of safety $F_s=2.5$, the net safe bearing capacity (expressed in $kN/m^2$) for local shear failure of the soil is _______
A $4 \: m$ wide strip footing is founded at a depth of $1.5 \: m$ below the ground surface in a $c-\phi$ soil as shown in the figure. The water table is at a depth of $5....
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Foundation Engineering
gate2016-ce-2
numerical-answers
foundation-engineering
geotechnical-engineering
effect-of-water-table
bearing-capacity
+
–
0
votes
0
answers
290
GATE2016-2-45
A square plate is suspended vertically from one of its edges using a hinge support as shown in figure. A water jet of $20 \: mm$ diameter having a velocity of $10 \: m/s$ strikes the plate at its mid-point, at an angle of $30^{\circ}$ with ... neglect the self-weight of the plate. The force $F$ (expressed in $N$) required to keep the plate in its vertical position is _____________
A square plate is suspended vertically from one of its edges using a hinge support as shown in figure. A water jet of $20 \: mm$ diameter having a velocity of $10 \: m/s$...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Engineering Mechanics
gate2016-ce-2
numerical-answers
foundation-engineering
structural-engineering
+
–
0
votes
0
answers
291
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 basin from $10$ AM. Considering constant base flow of $20 \: m^3/s$, the flow of the river (expressed in $m^3/s$) at $1$ PM is ________
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
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Hydrology
gate2016-ce-2
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
votes
0
answers
292
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 of the section $P$. Assume negligible energy loss between section $P$ and hump, and ... $m$) which will not change the depth of flow at section P is ________
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
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Hydraulics
gate2016-ce-2
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
+
–
0
votes
0
answers
293
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 of penstock. The elevation difference between the turbine and water level in the ... $80\%$, power generated (expressed in $kW$ and rounded to nearest integer) is _________
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
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Hydrology
gate2016-ce-2
numerical-answers
water-resources-engineering
hydrology
reservoir-capacity
+
–
0
votes
0
answers
294
GATE2016-2-51
A noise meter located at a distance of $30 \: m$ from a point source recorded $74 \: dB$. The reading at a distance of $60 \: m$ from the point source would be __________
A noise meter located at a distance of $30 \: m$ from a point source recorded $74 \: dB$. The reading at a distance of $60 \: m$ from the point source would be __________...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Noise Pollution
gate2016-ce-2
numerical-answers
noise-pollution
environmental-engineering
measurement-of-noise
+
–
0
votes
0
answers
295
GATE2016-2-52
For a wastewater sample, the three-day biochemical oxygen demand at incubation temperature of $20^{\circ}C$ (BOD$_{\text{3day}, 20^{\circ}C}$) is estimated as $200 mg/L$ ... in mg/L) of the wastewater at incubation temperature of $20^{\circ}C$ (BOD$_{\text{5day}, 20^{\circ}C}$) would be ________
For a wastewater sample, the three-day biochemical oxygen demand at incubation temperature of $20^{\circ}C$ (BOD$_{\text{3day}, 20^{\circ}C}$) is estimated as $200 mg/L$....
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Water and Waste Water Quality and Treatment
gate2016-ce-2
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
wastewater
incubation-temperature
+
–
0
votes
0
answers
296
GATE2016-2-54
A motorist traveling at $100$ km/h on a highway needs to take the next exit, which has a speed limit of $50$ km/h. The section of the roadway before the ramp entry has a downgrade of $3 \%$ and coefficient of friction $(f)$ is $0.35$. In order to enter the ramp at the maximum allowable speed limit, the braking distance (expressed in m) from the exit ramp is __________
A motorist traveling at $100$ km/h on a highway needs to take the next exit, which has a speed limit of $50$ km/h. The section of the roadway before the ramp entry has a ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Traffic Engineering
gate2016-ce-2
numerical-answers
traffic-engineering
transportation-engineering
speed
+
–
0
votes
0
answers
297
GATE2016-2-55
A tall tower was photographed from an elevation of $700$ m above the datum. The radial distances of the top and bottom of the tower from the principal points are $112.50$ mm and $82.40$ mm, respectively. If the bottom of the tower is at an elevation $250$ m above the datum, then the height (expressed in m) of the tower is _________
A tall tower was photographed from an elevation of $700$ m above the datum. The radial distances of the top and bottom of the tower from the principal points are $112.50$...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Geomatics Engineering
gate2016-ce-2
numerical-answers
geomatics-engineering
photogrammetry
+
–
0
votes
0
answers
298
GATE2016-1-1
Newton-Raphson method is to be used to find root of equation $3x-e^x+ \sin x=0$.If the initial trial value for the root is taken as $0.333$, the next approximation for the root would be _______ (note: answer up to three decimal)
Newton-Raphson method is to be used to find root of equation $3x-e^x+ \sin x=0$.If the initial trial value for the root is taken as $0.333$, the next approximation for th...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Numerical Methods
gate2016-ce-1
numerical-answers
numerical-methods
newton-raphson-method
+
–
0
votes
0
answers
299
GATE2016-1-8
The semi-compact section of a laterally unsupported steel beam has an elastic section modulus, plastic section modulus and design bending compressive stress of $500 \: cm^3$, $650 \: cm^3$ and $200 \: MPa$, respectively. The design flexural capacity (expressed in kNm) of the section is ________
The semi-compact section of a laterally unsupported steel beam has an elastic section modulus, plastic section modulus and design bending compressive stress of $500 \: cm...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Steel Structures
gate2016-ce-1
numerical-answers
steel-structures
structural-engineering
steel-beam
+
–
0
votes
0
answers
300
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 ________
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
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Hydrology
gate2016-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
votes
0
answers
301
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 ______
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
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
+
–
0
votes
0
answers
302
GATE2016-1-22
In a one-lane one-way homogeneous traffic stream, the observed average headway is $3.0$ s. The flow (expressed in vehicles/hr) in this traffic stream is ________
In a one-lane one-way homogeneous traffic stream, the observed average headway is $3.0$ s. The flow (expressed in vehicles/hr) in this traffic stream is ________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Traffic Engineering
gate2016-ce-1
numerical-answers
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
votes
0
answers
303
GATE2016-1-36
For $M25$ concrete with creep coefficient of $1.5$, the long-term static modulus of elasticity (expressed in MPa) as per the provisions of $IS:456-2000$ is _____
For $M25$ concrete with creep coefficient of $1.5$, the long-term static modulus of elasticity (expressed in MPa) as per the provisions of $IS:456-2000$ is _____
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
numerical-answers
concrete-structures
structural-engineering
concrete-with-creep-coefficient
+
–
0
votes
0
answers
304
GATE2016-1-39
The Optimistic Time (O), Most likely Time (M) and Pessimistic Time (P) (in days) of the activities in the critical path are given below in the format O – M – P. The expected completion time (in days) of the project is ________
The Optimistic Time (O), Most likely Time (M) and Pessimistic Time (P) (in days) of the activities in the critical path are given below in the format O – M – P.The ex...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Construction Materials and Management
gate2016-ce-1
numerical-answers
structural-engineering
construction-materials-and-management
project-planning-and-network-analysis
+
–
0
votes
0
answers
305
GATE2016-1-40
The porosity (n) and the degree of saturation (S) of a soil sample are $0.7$ and $40 \%$ respectively. In a $100\:m^3$ volume of the soil, the volume (expressed in $m^3$) of air is __________
The porosity (n) and the degree of saturation (S) of a soil sample are $0.7$ and $40 \%$ respectively. In a $100\:m^3$ volume of the soil, the volume (expressed in $m^3$)...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
porosity
+
–
0
votes
0
answers
306
GATE2016-1-42
An undisturbed soil sample was taken from the middle of a clay layer (i.e., $1.5$ ... level. Assuming unit weight of water as $10 kN/m^3$, the ultimate consolidation settlement (expressed in mm) of the clay layer is _______
An undisturbed soil sample was taken from the middle of a clay layer (i.e., $1.5$ m below GL), as shown in figure. The water table was at the top of clay layer. Laborator...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
undisturbed-soil-sample
+
–
0
votes
0
answers
307
GATE2016-1-43
A seepage flow condition is shown in the figure. The saturated unit weight of the soil $\gamma_{sat}=18 \: kN/m^3$. Using unit weight of water, $\gamma_w=9.81 \: kN/m^3$, the effective vertical stress (expressed in $kN/m^2$) on plane $X-X$ is _______
A seepage flow condition is shown in the figure. The saturated unit weight of the soil $\gamma_{sat}=18 \: kN/m^3$. Using unit weight of water, $\gamma_w=9.81 \: kN/m^3$,...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
seepage-flow
+
–
0
votes
0
answers
308
GATE2016-1-44
A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as $c’=15$ kPa and $\phi’=22^{\circ}$. Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of $200$ kPa developed a pore water pressure of $150$ kPa at failure. The deviator stress (expressed in kPa) at failure is ________
A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as $c’=15$ kPa and $\phi’=22^{\circ}$. Consolidated Undrained ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
shear-strength-parameters
+
–
0
votes
0
answers
309
GATE2016-1-45
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as $10 \: kN/m^3$ and unit weight of concrete as $24 \: kN/m^3$, the uplift force per unit length of the dam (expressed in kN/m) at $\color{red}{PQ}$ is _____
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as $10 \: kN/m^3$ and unit weight of concrete as $24 \: kN/m^3$, the uplift force per...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
numerical-answers
concrete-structures
structural-engineering
concrete-gravity-dam
+
–
0
votes
0
answers
310
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 _____
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
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Irrigation
gate2016-ce-1
numerical-answers
irrigation
water-resources-engineering
spillways
+
–
0
votes
0
answers
311
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 ______
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
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
numerical-answers
trapezoidal-channel
water-resources-engineering
hydraulics
flow-measurement-in-channels
+
–
0
votes
0
answers
312
GATE2016-1-50
Effluent from an industry ‘A’ has a pH of $4.2$. The effluent from another industry ‘B’ has double the hydroxyl (OH) ion concentration than the effluent from industry ‘A’. pH of effluent from the industry ‘B’ will be ______
Effluent from an industry ‘A’ has a pH of $4.2$. The effluent from another industry ‘B’ has double the hydroxyl (OH) ion concentration than the effluent from indu...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Water and Waste Water Quality and Treatment
gate2016-ce-1
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
effluent-discharge-standards
+
–
0
votes
0
answers
313
GATE2016-1-51
An electrostatic precipitator (ESP) with $5600\:m^2$ of collector plate area is $96$ percent efficient in treating $185\:m^3/s$ of flue gas from a $200$ MW thermal power plant. It was found that in order to achieve $97$ percent efficiency, the collector plate ... $99$ percent, the ESP collector plate area (expressed in $m^2$) would be ______
An electrostatic precipitator (ESP) with $5600\:m^2$ of collector plate area is $96$ percent efficient in treating $185\:m^3/s$ of flue gas from a $200$ MW thermal power ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Air Pollution
gate2016-ce-1
numerical-answers
electrostatic-precipitator-collector
environmental-engineering
air-pollution
air-pollution-control
+
–
0
votes
0
answers
314
GATE2016-1-52
The $2$-day and $4$-day BOD values of a sewage sample are $100$ mg/L and $155$ mg/L, respectively. The value of BOD rate constant (expressed in per day) is __________
The $2$-day and $4$-day BOD values of a sewage sample are $100$ mg/L and $155$ mg/L, respectively. The value of BOD rate constant (expressed in per day) is __________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Water and Waste Water Quality and Treatment
gate2016-ce-1
numerical-answers
environmental-engineering
water-and-waste-water-quality-and-treatment
sewage
bod-rate-constant
+
–
0
votes
0
answers
315
GATE2016-1-54
While traveling along and against the traffic stream, a moving observer measured the relative flows as $50$ vehicles/hr and $200$ vehicles/hr, respectively. The average speeds of the moving observer while traveling along and against the stream are $20$ km/hr and $30$ km/hr, respectively. The density of the traffic stream (expressed in vehicles/km) is _________
While traveling along and against the traffic stream, a moving observer measured the relative flows as $50$ vehicles/hr and $200$ vehicles/hr, respectively. The average s...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Traffic Engineering
gate2016-ce-1
numerical-answers
traffic-engineering
transportation-engineering
density-of-traffic-stream
traffic-studios-on-flow-and-speed
+
–
0
votes
0
answers
316
GATE2016-1-55
The vertical angles subtended by the top of a tower T at two instrument stations set up at P and Q, are shown in the figure. The two stations are in line with the tower and spaced at a distance of $60$ m. Readings taken from these two stations on a leveling staff ... ($BM=450.000$ m) are also shown in the figure. The reduced level of the top of the tower T (expressed in m) is _____
The vertical angles subtended by the top of a tower T at two instrument stations set up at P and Q, are shown in the figure. The two stations are in line with the tower a...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Geomatics Engineering
gate2016-ce-1
numerical-answers
geomatics-engineering
distance-and-angle-measurement
+
–
0
votes
0
answers
317
GATE2017 CE-1: 20
Consider the following partial differential equation: $3 \frac{\partial ^2 \phi}{ \partial x^2} + B \frac{ \partial ^2 \phi}{\partial x \partial y} + 3 \frac{\partial ^2 \phi}{\partial y^2} + 4 \phi =0$ For this equation to be classified as parabolic, the value of $B^2$ must be ________
Consider the following partial differential equation:$$3 \frac{\partial ^2 \phi}{ \partial x^2} + B \frac{ \partial ^2 \phi}{\partial x \partial y} + 3 \frac{\partial ^2 ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Partial Differential Equation (PDE)
gate2017-ce-1
numerical-answers
partial-differential-equation
+
–
0
votes
0
answers
318
GATE2017 CE-1: 21
$\underset{x \to 0}{\lim} \bigg( \dfrac{\tan x}{x^2-x} \bigg)$ is equal to _________
$\underset{x \to 0}{\lim} \bigg( \dfrac{\tan x}{x^2-x} \bigg)$ is equal to _________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Calculus
gate2017-ce-1
numerical-answers
calculus
limits
+
–
0
votes
0
answers
319
GATE2017 CE-1: 24
The ordinates of a $2$-hour unit hydrograph for a catchment are given as $\begin{array}{llllll} \text{Time (h)} & 0 & 1 & 2 & 3 & 4 \\ \text{Ordinate } (m^3/s) & 0 & 5 & 12 & 25 & 41 \end{array}$ The ordinate (in $m^3/s$) of a $4$-hour unit hydrograph for this catchment at the time of $3$ h would be _________
The ordinates of a $2$-hour unit hydrograph for a catchment are given as$$\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
320
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
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