Irrigation Engineering Hydrodynamic pressure due to earthquake acts at a height of 3H/4π below the water surface 4H/3π above the base 3H/4π above the base 4H/3π below the water surface, where H is the depth of water 3H/4π below the water surface 4H/3π above the base 3H/4π above the base 4H/3π below the water surface, where H is the depth of water ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Tortuosity of a meandering river is always less than 1 equal to 1 less than or equal to 1 greater than 1 less than 1 equal to 1 less than or equal to 1 greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Garnett's diagrams are used for graphical solution of design equations of a canal by Lindlay theory Gibb's theory Kennedy's theory Lacey's theory Lindlay theory Gibb's theory Kennedy's theory Lacey's theory ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The top of the capillary zone Lies above the water table at every point None of these Coincides the water table at every point Lies below the water table at every point Lies above the water table at every point None of these Coincides the water table at every point Lies below the water table at every point ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A straight glacis type fall with a baffle platform and a baffle wall is called Inglis fall Glacis fall Montague type fall Vertical drop-fall Inglis fall Glacis fall Montague type fall Vertical drop-fall ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If L is total length of a canal in kilometers, P is total perimeter of its lining in metres and C is the cost of lining per square metre, the additional expenditure involved on lining, is 100 PLC PL/1000C PC/100L PLC/1000 100 PLC PL/1000C PC/100L PLC/1000 ANSWER DOWNLOAD EXAMIANS APP
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