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Docks and Harbor Engineering

Docks and Harbor Engineering
As per Stevenson’s empirical formula, the approximate value of the height of the wave in metres is given by (where F is the fetch in km.)

0.34 VF
0.5 VF
3.4 VF
1.5 VF

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Docks and Harbor Engineering
If H is the height of the wave expected, then the height of the breakwater is generally taken as

1.2 H to 1.25 H above the mean sea level
1.2 H to 1.25 H above the high water level
1.2 H to 1.25 H above the datum
1.2 H to 1.25 H above the low water level

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Docks and Harbor Engineering
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

(i) and (ii) are correct
Only (ii) is correct
(i) and (iii) are correct
Only (iii) is correct

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Docks and Harbor Engineering
If the maximum spring rise is 2 m and height of the waves expected is 4 m , then the breakwater height above the datum will be

4 m
2.5 m
7 m
5 m

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Docks and Harbor Engineering
A ship strikes the berth generally at an angle

45° with the face of the dock
90° with the face of the dock
30° with the face of the dock
10° with the face of the dock

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Docks and Harbor Engineering
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

(ii) and (iii) are correct
Only (iii) is correct
(i) and (iii) are correct
(i) and (ii) are correct

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