Docks and Harbor Engineering For designing the dock, the proportion of ship load assumed to be borne by keel blocks is 43959 43967 43898 43906 43959 43967 43898 43906 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 Only (iii) is correct (i) and (ii) are correct (i) and (iii) are correct Only (ii) is correct Only (iii) is correct (i) and (ii) are correct (i) and (iii) are correct Only (ii) is correct ANSWER DOWNLOAD EXAMIANS APP
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 low water level 1.2 H to 1.25 H above the mean sea level 1.2 H to 1.25 H above the datum 1.2 H to 1.25 H above the high water level 1.2 H to 1.25 H above the low water level 1.2 H to 1.25 H above the mean sea level 1.2 H to 1.25 H above the datum 1.2 H to 1.25 H above the high water level ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The minimum diameter of turning besin, where ships turn by going ahead and without tug assistance should be 2.0 L 1 L 4.0 L 1.5 L 2.0 L 1 L 4.0 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The significant wave height is defined is the average height of the one – third highest waves one – fourth highest waves one – fifth highest waves one – tenth highest waves one – third highest waves one – fourth highest waves one – fifth highest waves one – tenth highest waves ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The difference in height between highest high water and lowest low water is called Mean range Mean rise Maximum range Maximum rise Mean range Mean rise Maximum range Maximum rise ANSWER DOWNLOAD EXAMIANS APP
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