In basins subjected to strong winds and tide, the length of the berthing area should not be less than
A. The length of design vessel
B. The length of design vessel + 10% clearance between adjacent vessels
C. The length of design vessel + 20% clearance between adjacent vessels
D. Twice the length of design vessel
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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
A. Beam
B. Depth
C. Free-board
D. Draft
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Consider the following statements in regard to Beaufort scale for wind speeds, (i) The Beaufort number ranges from 1 to 12. (ii) Higher Beaufort number indicates higher speed of wind, (iii) Beaufort number for calm is smallest and for hurricane is highest Of these statements
A. (i) and (ii) are correct
B. (ii) and (iii) are correct
C. (i) and (iii) are correct
D. (i), (ii) and (iii) are correct
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Dead weight tonnage of a ship (i) varies with latitude and season (ii) is more than displacement tonnage (iii) is the difference between displacement load and displacement light Of these statements
A. (i) and (ii) are correct
B. (ii) and (iii) are correct
C. (i) and (iii) are correct
D. Only (iii) is correct
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The minimum diameter of turning besin, where ships turn by going ahead and without tug assistance should be
A. 1 L
B. 1.5 L
C. 2.0 L
D. 4.0 L
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Which of the following structures are constructed parallel to shore line to develop a demarcating line between land area and water area?
A. Sea walls, bulk heads and groynes
B. Sea walls, bulk heads and revetments
C. Sea walls, revetments and groynes
D. Bulk heads, revetments and groynes
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The significant wave height is defined is the average height of the
A. one – third highest waves
B. one – fourth highest waves
C. one – fifth highest waves
D. one – tenth highest waves
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In a two lane channel, bottom width of channel is given by
A. Manoeuvring lane + (2 × Bank clearance lane)
B. (2 × Manoeuvring lane) + (2 × Bank clearance lane)
C. (2 × Manoeuvring lane) + (2 × Bank clearance lane + ship clearance lane)
D. Manoeuvring lane + (2 × Bank clearance lane) + ship clearance lane
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Which of the following conditions of loading imposes the greatest load on the foundation in case of dry docks?
A. When the dock is empty
B. When the dock is empty with the ship of maximum tonnage
C. When the dock is full of water
D. When the dock is dry and is under construction
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By increasing the rise of lock-gates, (i) The length of the lock gate will increase (ii) Transverse stress due to water pressure on the gate will increase (iii) Compressive force on the gate will increase
A. (i) and (ii) are correct
B. (i) and (iii) are correct
C. Only (ii) is correct
D. Only (iii) is correct
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For designing the dock, the proportion of ship load assumed to be borne by keel blocks is
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As compared to wall type breakwater, mound type breakwater
A. Requires skilled labor
B. Requires low maintenance cost
C. Requires less material
D. Results in less damage due to gradual failure
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The maximum harbour depth below lowest low water is generally equal to (i) loaded draft + 1.2 m when bottom is rock (ii) loaded draft + 1.8 m when bottom is soft (iii) loaded draft + 1.2 m when bottom is soft (iv) loaded draft + 1.8 m when bottom is rock
A. (i) and (ii) are correct
B. (i) and (iii) are correct
C. (ii) and (iv) are correct
D. (iii) and (iv) are correct
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If H is the height of the wave expected, then the height of the breakwater is generally taken as
A. 1.2 H to 1.25 H above the datum
B. 1.2 H to 1.25 H above the low water level
C. 1.2 H to 1.25 H above the high water level
D. 1.2 H to 1.25 H above the mean sea level
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Which of the following structures protects the shore by trapping of littoral drift?
A. groynes
B. sea walls
C. revetments
D. moles
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A ship is berthed in a chamber and lifted by principles of buoyancy Such a chamber is called.
A. Dry dock
B. Wet dock
C. Floating dock
D. Refuge dock
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Minimum width of ship clearance shall be (where “B” is beam of the design vessel)
A. B or 30 m
B. 1.5 B or 50 m
C. 1.5 B
D. 50 m
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As per Berlin's formula, the length of wave in meters is given by
(Where 't' is the period in seconds for two successive waves to pass the same section.)
A. 1.3412
B. 1.5612
C. 1.7412
D. 1.9412
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The most popular method of construction of wall breakwaters is
A. Barge method
B. Staging method
C. Low level method
D. none of the above
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When a wave strikes a vertical breakwater in deep water, it is reflected back and on meeting another advancing wave of similar amplitude merges and rises vertically in a wall of water. This phenomenon is called
A. Surf
B. Clapotis
C. Fetch
D. Swell
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