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Test: Sediment Transport Theory - Civil Engineering (CE) MCQ


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10 Questions MCQ Test Irrigation Engineering - Test: Sediment Transport Theory

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

Which of the following statement is wrong?

Detailed Solution for Test: Sediment Transport Theory - Question 1

Natural rivers used for navigation frequently get silted up which reduces the clear depth required for the same. This often requires costly dredging due to the sediment deposited in the rivers and harbours.

Test: Sediment Transport Theory - Question 2

The basic mechanism behind the phenomenon of sediment transport is _____

Detailed Solution for Test: Sediment Transport Theory - Question 2

The force exerted by water in the direction of flow is the drag force or tractive force. If this force on the bed particles exceeds the force opposing their movement then, the bed particles will start moving to lead to the sediment transport.

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Test: Sediment Transport Theory - Question 3

BEAST Stands for _______

Detailed Solution for Test: Sediment Transport Theory - Question 3

BEAST stands for Benthic Environmental Assessment Sediment Tool. BEAST is one of the sediment erosion devices designed in order to quantify rates of sediment erosion.

Test: Sediment Transport Theory - Question 4

Which of the following statement is wrong?

Detailed Solution for Test: Sediment Transport Theory - Question 4

Shield was the first person to analyze the experimental data on incipient motion condition using the critical tractive force approach. The assumption of the entry of clean and clear water in the channel is used to develop non-scouring highest possible flow velocity at the peak flow.

Test: Sediment Transport Theory - Question 5

A wide unlined channel carrying silt-free water has a depth of 2.0 m. The maximum slope that can be given to a channel is 1 in 10,000. Calculate the maximum tractive stress permissible on the bed to prevent scouring.

Detailed Solution for Test: Sediment Transport Theory - Question 5

The maximum tractive stress = Yw. R. S
= 9.81 x 1000 x 2.0 x 10-4
= 1.962 kg/m2

Test: Sediment Transport Theory - Question 6

The water flows at a depth of 0.6 m in a wide stream having a bed slope of 1 in 2500. The critical tractive stress is 0.53 N/m2. Determine the motion of soil grains and the average shear stress.

Detailed Solution for Test: Sediment Transport Theory - Question 6

The average shear stress = Yw. R. S
= 9.81 x 1000 x 0.6 x 1/2500 = 2.35 N/m2.
This value is more than 0.53 N/m2, the soil grains will not be stationary and sediment transport and scouring will occur.

Test: Sediment Transport Theory - Question 7

For the bed of the canal, the average shear stress is equal to the tractive force per unit area.

Detailed Solution for Test: Sediment Transport Theory - Question 7

The unit tractive force in channels is uniformly distributed along the wetted perimeter. For the bed of the canal, the average shear stress is equal to the tractive force per unit area. For side slopes of the canal, average shear stress is equal to 0.75 times the tractive force per unit area.

Test: Sediment Transport Theory - Question 8

The soil is assumed to be coherent in the study of the mechanism of sediment transport.

Detailed Solution for Test: Sediment Transport Theory - Question 8

Coherent means that there is a cohesive force between particles such as in the case of clays. The soil is assumed to be incoherent so that each soil grain is studied individually. Most of our river beds are made up of gravels and sands in which there is no cohesion.

Test: Sediment Transport Theory - Question 9

The scouring and silting on the river banks raise the flood levels for the particular discharge.

Detailed Solution for Test: Sediment Transport Theory - Question 9

The scouring and silting may create sharp and irregular curves. This increases the resistance to flow of the channel and thereby, raising the flood levels for the particular discharge.

Test: Sediment Transport Theory - Question 10

The phenomenon of sediment transport increases maintenance work and sometimes leads to huge economic loss.

Detailed Solution for Test: Sediment Transport Theory - Question 10

This causes large scale scouring and siltation of irrigation canals thereby increasing their maintenance. A poorly designed artificial channel gets silted so badly that they sometimes become inoperable and leads to huge economic loss.

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