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Test: Water Resources Engineering - 2 - Civil Engineering (CE) MCQ


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25 Questions MCQ Test - Test: Water Resources Engineering - 2

Test: Water Resources Engineering - 2 for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Test: Water Resources Engineering - 2 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Water Resources Engineering - 2 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Water Resources Engineering - 2 below.
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Test: Water Resources Engineering - 2 - Question 1

A hydraulic jump in a control meter will be formed above the control, if its original

Test: Water Resources Engineering - 2 - Question 2

Prof. Running suggested the method for extending the discharge curve. It is known as

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Test: Water Resources Engineering - 2 - Question 3

If y is the depth of water at any section, then the mean velocity is

Test: Water Resources Engineering - 2 - Question 4

The run off is affected by

Test: Water Resources Engineering - 2 - Question 5

The initial basin recharge is equal to

Test: Water Resources Engineering - 2 - Question 6

The run off a drainage basin is

Test: Water Resources Engineering - 2 - Question 7

For computing the run off volumes of large areas, number of infiltrations used are

Detailed Solution for Test: Water Resources Engineering - 2 - Question 7

number of infiltrometer is 2.
1, single ring.
2, double ring.

Test: Water Resources Engineering - 2 - Question 8

From the Survey of India map, the distance of the critical point is 20 km and difference in elevation is 193 m. The over land flow time, is

Test: Water Resources Engineering - 2 - Question 9

If the area of storm hydrograph is equal to 102 cm, the ordinates of a unit hydrograph may be obtained by dividing the ordinates of the storm hydrograph by

Test: Water Resources Engineering - 2 - Question 10

If s is the potential infiltration, P is rainfall in cm in a drainage of a soil with fair pasture cover, the direct run off Q in cm is given by

Test: Water Resources Engineering - 2 - Question 11

If the potential infiltration of a water shed having a soil with fair pasture cover, is 10 cm and rainfall is 12 cm, the direct run off is :

Test: Water Resources Engineering - 2 - Question 12

The quantity of water retained by the sub-soil against gravity, is known

Test: Water Resources Engineering - 2 - Question 13

Pick up the incorrect statement from the following :

Test: Water Resources Engineering - 2 - Question 14

With the usual meanings ofletters, the equation is used for determining the velocity of ground water flow in metres per day. It is known as

Test: Water Resources Engineering - 2 - Question 15

If the viscosity of ground water is 1.00, the Slitcher's constant is 400, the effective size of soil particles in acquifer is 0.5 mm and hydraulic gradient is 1 in 80, the velocity of flow is

Test: Water Resources Engineering - 2 - Question 16

Pick up the correct statement from the following :

Test: Water Resources Engineering - 2 - Question 17

In the derivation of Thiem's formula , the following assumption is not applicable

Test: Water Resources Engineering - 2 - Question 18

A well penetrates to 30 m below the static water table. After 24 hours of pumping at 31.40 litres/minute, the water level in a test well at a distance of 80 m is lowered by 0.5 m and in a well 20 m away water is lowered by 1.0 m. The transmissibility of the auifer, is

Test: Water Resources Engineering - 2 - Question 19

Shrouding is provided in

Test: Water Resources Engineering - 2 - Question 20

The efficiency of a pump may be taken as

Test: Water Resources Engineering - 2 - Question 21

Consumptive use of a crop during growth, is the amount of

Test: Water Resources Engineering - 2 - Question 22

For calculating the evaporation rate over a reservoir surface E = 0.771 (1.465 - 0.00732 B) (0.44 - 0.007375 V) (pe - pa), the equation is given by

Test: Water Resources Engineering - 2 - Question 23

For the estimate of high floods in fan-shaped catchment, the formula used is

Test: Water Resources Engineering - 2 - Question 24

Burge formula cumecs is based upon

Test: Water Resources Engineering - 2 - Question 25

Ryve's formula for flood estimate in cumecs, is

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