Docks and Harbor Engineering For designing the dock, the proportion of ship load assumed to be borne by keel blocks is 43906 43959 43898 43967 43906 43959 43898 43967 ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering As compared to wall type breakwater, mound type breakwater Results in less damage due to gradual failure Requires less material Requires low maintenance cost Requires skilled labor Results in less damage due to gradual failure Requires less material Requires low maintenance cost Requires skilled labor 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 (iii) and (iv) are correct (ii) and (iv) are correct (i) and (iii) are correct (i) and (ii) are correct (iii) and (iv) are correct (ii) and (iv) are correct (i) and (iii) are correct (i) and (ii) are 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 high water level 1.2 H to 1.25 H above the low water level 1.2 H to 1.25 H above the datum 1.2 H to 1.25 H above the mean sea level 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 datum 1.2 H to 1.25 H above the mean sea level ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Which of the following structures protects the shore by trapping of littoral drift? sea walls groynes revetments moles sea walls groynes revetments moles ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS