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.) 3.4 VF 0.34 VF 0.5 VF 1.5 VF 3.4 VF 0.34 VF 0.5 VF 1.5 VF 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 and R is the correct explanation of A is true but R is false. A is false but R is true. Both A and R are true but R is not the correct explanation of Both A and R are true and R is the correct explanation of A is true but R is false. A is false but R is true. Both A and R are true but R is not the correct explanation of ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Assertion A : Large size stones are required in stone revetment in shore protection.Reason R : Resistance of stone to wave force is proportional to its volume and wave force is proportional to the exposed area of the stone.Select your answer based on the coding system given below. Both A and R are true and R is the correct explanation of A is true but R is false. Both A and R are true but R is not a correct explanation of A is false but R is true. Both A and R are true and R is the correct explanation of A is true but R is false. Both A and R are true but R is not a correct explanation of A is false but R is true. ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The most popular method of construction of wall breakwaters is Staging method Low level method None of these Barge method Staging method Low level method None of these Barge method ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering If ‘Hs’ is the significant wave height, then the average wave height and highest wave height respectively are given by 1.27 Hs and 1.87 Hs 0.6 Hs and 1.67 Hs 1.27 Hs and 1.67 Hs 0.6 Hs and 1.87 Hs 1.27 Hs and 1.87 Hs 0.6 Hs and 1.67 Hs 1.27 Hs and 1.67 Hs 0.6 Hs and 1.87 Hs 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 (i) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct (ii) and (iii) are correct (i) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct (ii) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
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