Civil Engineering
GATE CE topic:structural-engineering PYQs
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Questions 731–740 of 1300. Imported answers require independent review unless marked reviewed.
Question 31
Open questionCEMCQ2 marksNeeds review
Based on drained triaxial shear tests on sands and clays, the representative variations of volumetric strain (
) with the shear strain (
) is shown in the figure. Choose the CORRECT option regarding the representative behavior exhibited by Curve
and Curve
. 
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A rectangular open channel of 6 m width is carrying a discharge of 20 m
/s. Consider the acceleration due to gravity as 9.81 m/s
and assume water as incompressible and inviscid. The depth of flow in the channel at which the specific energy of the flowing water is minimum for the given discharge will then beYour answerChoose one option.
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A fluid flowing steady in a circular pipe of radius
has a velocity that is everywhere parallel to the axis (centerline) of the pipe. The velocity distribution along the radial direction is
, where
is the radial distance as measured from the pipe axis and
is the maximum velocity at
. The average velocity of the fluid in the pipe isYour answerChoose one option.
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Open questionCEMCQ2 marksNeeds review
Read the statements given below.
(i) Value of the wind profile exponent for the ‘very unstable’ atmosphere is smaller than the wind profile exponent for the ‘neutral’ atmosphere.
(ii) Downwind concentration of air pollutants due to an elevated point source will be inversely proportional to the wind speed.
(iii) Value of the wind profile exponent for the ‘neutral’ atmosphere is smaller than the wind profile exponent for the ‘very unstable’ atmosphere.
(iv) Downwind concentration of air pollutants due to an elevated point source will be directly proportional to the wind speed.
Select the correct option.
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A water sample is analyzed for coliform organisms by the multiple-tube fermentation method. The results of confirmed test are as follows:
Sample size (mL) | Number of positive results out of 5 tubes | Number of negative results out of 5 tubes |
|---|---|---|
0.01 | 5 | 0 |
0.001 | 3 | 2 |
0.0001 | 1 | 4 |
The most probable number (MPN) of coliform organisms for the above results is to be obtained using the following MPN Index.
Combination of positive tubes | MPN Index per 100 mL |
|---|---|
0 – 2 – 4 | 11 |
1 – 3 – 5 | 19 |
4 – 2 – 0 | 22 |
5 – 3 – 1 | 110 |
The MPN of coliform organisms per 100 mL is
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A water filtration unit is made of uniform-size sand particles of 0.4 mm diameter with a shape factor of 0.84 and specific gravity of 2.55. The depth of the filter bed is 0.70 m and the porosity is 0.35. The filter bed is to be expanded to a porosity of 0.65 by hydraulic backwash. If the terminal settling velocity of sand particles during backwash is 4.5 cm/s, the required backwash velocity is
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Ammonia nitrogen is present in a given wastewater sample as the ammonium ion (NH₄⁺) and ammonia (NH₃). If pH is the only deciding factor for the proportion of these two constituents, which of the following is a correct statement?
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For a given traverse, latitudes and departures are calculated and it is found that sum of latitudes is equal to +2.1 m and the sum of departures is equal to −2.8 m. The length and bearing of the closing error, respectively, are
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On a road, the speed – density relationship of a traffic stream is given by
(where speed,
, is in km/h and density,
, is in veh/km). At the capacity condition, the average time headway will beYour answerChoose one option.
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Open questionCEMCQ2 marksNeeds review
From laboratory investigations, the liquid limit, plastic limit, natural moisture content and flow index of a soil specimen are obtained as 60%, 27%, 32% and 27, respectively. The corresponding toughness index and liquidity index of the soil specimen, respectively, are
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