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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  Test: Docks, Harbours & Tunnel Engineering - 1 - Civil Engineering (CE) MCQ

Test: Docks, Harbours & Tunnel Engineering - 1 - Civil Engineering (CE) MCQ


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10 Questions MCQ Test - Test: Docks, Harbours & Tunnel Engineering - 1

Test: Docks, Harbours & Tunnel Engineering - 1 for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Test: Docks, Harbours & Tunnel Engineering - 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Docks, Harbours & Tunnel Engineering - 1 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Docks, Harbours & Tunnel Engineering - 1 below.
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Test: Docks, Harbours & Tunnel Engineering - 1 - Question 1
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When a ship floats at its designed water line, the vertical distance from water line to the bottom of the ship is known as

Detailed Solution for Test: Docks, Harbours & Tunnel Engineering - 1 - Question 1

Beam is the width of the midship section at water line. Free board is equal to difference between depth and draft.

Test: Docks, Harbours & Tunnel Engineering - 1 - Question 2
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The maximum harbour depth below lowest low water is generally equal to

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Test: Docks, Harbours & Tunnel Engineering - 1 - Question 3
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The minimum diameter of turning basin, where ships turn by going ahead and without tug assistance should be 

Test: Docks, Harbours & Tunnel Engineering - 1 - Question 4
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In "full face" method of constructing tunnel, the first operation relates to
Detailed Solution for Test: Docks, Harbours & Tunnel Engineering - 1 - Question 4

Excavation of small sized heading (drift) is done centrally at top or bottom of the face in the drift method.
In heading and benching method the top portion is driven in advance of the bottom portion, in full face method the whole section is excavated once for all, It is suitable for tunnels of small cross- sections area say up to 3 m diameter.

Test: Docks, Harbours & Tunnel Engineering - 1 - Question 5
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Which one of the following is considered to be an advantage of the heading and benching method of tunnel construction?
Detailed Solution for Test: Docks, Harbours & Tunnel Engineering - 1 - Question 5

Heading and benching method is used when the tunnel section is very large and quality of rock is not very satisfactory i.e., the rock is unstable. In self supporting rocks, the top heading advance are round ahead of the bottom heading. In unstable (broken or non self supporting rocks), the bench provides platform for timber Supports to the heading.

Test: Docks, Harbours & Tunnel Engineering - 1 - Question 6
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Consider the following statements in regard to Beaufort scale for wind speeds.
1. The Beaufort number ranges from 1 to 12
2. Higher Beaufort number indicates higher speed of wind
3. Beaufort number for calm is smalls and for hurricane is highest

Which of these statements are correct?
Detailed Solution for Test: Docks, Harbours & Tunnel Engineering - 1 - Question 6

The Beaufort number ranges from 0 to 12. The Beaufort number for calm is 0 with 1.6 km/hr velocity and for hurricane, the Beaufort number is 12 with velocity greater than 120 km/hr.

Test: Docks, Harbours & Tunnel Engineering - 1 - Question 7
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At a given port, the fetch is 400 nautical miles, the maximum height of storm wave will be
Detailed Solution for Test: Docks, Harbours & Tunnel Engineering - 1 - Question 7

It is given by,

where F is in nautical miles and h is in feet.

Test: Docks, Harbours & Tunnel Engineering - 1 - Question 8
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In a two lane channel, bottom width of channel is given by
Test: Docks, Harbours & Tunnel Engineering - 1 - Question 9
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Minimum width of ship clearance shall be where “B" is beam of the design vessel
Test: Docks, Harbours & Tunnel Engineering - 1 - Question 10
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Littoral draft as bed load is proportional to
Where V = Velocity, G = Specific gravity of transported material,
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