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 (i) and (iii) are correct (ii) and (iii) are correct Only (iii) is correct (i) and (ii) are correct (i) and (iii) are correct (ii) and (iii) are correct Only (iii) is correct (i) and (ii) are correct ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Assertion A : Depth and width required at the entrance to a harbour are more than those required in the channel.Reason R : The entrance to a harbour is usually more exposed to waves as compared to the harbour itself.Select your answer based on the coding system given below: Both A and R are true but R is not the correct explanation of A is true but R is false. Both A and R are true and R is the correct explanation of A is false but R is true. Both A and R are true but R is not the correct explanation of A is true but R is false. Both A and R are true and R is the correct explanation of A is false but R is true. ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Consider the following statements.(i) Fender is the cushion provided on the face of the jetty for ships to come in contact,(ii) Slip is the space of water area between two adjacent piers where ships are berthed,(iii) Pier head is a structure constructed near the tip of a break water near the harbour entrance. Of the statements (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering 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 Swell Fetch Surf Clapotis Swell Fetch Surf Clapotis 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 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 1.2 H to 1.25 H above the low water level ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The most popular method of construction of wall breakwaters is Staging method None of these Barge method Low level method Staging method None of these Barge method Low level method ANSWER DOWNLOAD EXAMIANS APP
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