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.) 1.5 VF 0.34 VF 3.4 VF 0.5 VF 1.5 VF 0.34 VF 3.4 VF 0.5 VF ANSWER DOWNLOAD EXAMIANS APP
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 2.5 m 7 m 4 m 5 m 2.5 m 7 m 4 m 5 m ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The most popular method of construction of wall breakwaters is Barge method Staging method Low level method None of these Barge method Staging method Low level method None of these ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Which of the following type of sea walls results in greatest protection of shore structures? sea wall with concave face sea wall with batter vertical sea wall stepped sea wall sea wall with concave face sea wall with batter vertical sea wall stepped sea wall ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering A ship strikes the berth generally at an angle 90° with the face of the dock 45° with the face of the dock 10° with the face of the dock 30° with the face of the dock 90° with the face of the dock 45° with the face of the dock 10° with the face of the dock 30° with the face of the dock ANSWER DOWNLOAD EXAMIANS APP
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 (iii) are correct (i) and (ii) are correct Only (ii) is correct Only (iii) is correct (i) and (iii) are correct (i) and (ii) are correct Only (ii) is correct Only (iii) is correct ANSWER DOWNLOAD EXAMIANS APP
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