Docks and Harbor Engineering For designing the dock, the proportion of ship load assumed to be borne by keel blocks is 43959 43898 43967 43906 43959 43898 43967 43906 ANSWER DOWNLOAD EXAMIANS APP
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 0.5 VF 3.4 VF 1.5 VF 0.34 VF 0.5 VF 3.4 VF ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Which of the following are repair docks ? wet docks, lift docks, marine railways, dry docks wet docks, floating docks, lift docks, marine railways dry docks, wet docks, floating docks, lift docks marine railways, dry docks, floating docks, wet docks wet docks, lift docks, marine railways, dry docks wet docks, floating docks, lift docks, marine railways dry docks, wet docks, floating docks, lift docks marine railways, dry docks, floating docks, wet docks 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 stepped sea wall vertical sea wall sea wall with concave face sea wall with batter stepped sea wall vertical sea wall 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 5 m 4 m 7 m 2.5 m 5 m 4 m 7 m ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering 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 (ii) and (iv) are correct (i) and (iii) are correct (iii) and (iv) are correct (i) and (ii) are correct (ii) and (iv) are correct (i) and (iii) are correct (iii) and (iv) are correct (i) and (ii) are correct ANSWER DOWNLOAD EXAMIANS APP
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