Irrigation Engineering In gravity canals, F.S.L. is Always at the ground level Generally 4 to 5 metres above the ground level Always below the ground level Only a few cm above the ground level Always at the ground level Generally 4 to 5 metres above the ground level Always below the ground level Only a few cm above the ground level ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The duty is largest at the head of a main canal on the field same at all places at the head of water course at the head of a main canal on the field same at all places at the head of water course ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A counter berm is A vertical benching provided on the inner edge of the bank A horizontal benching provided on the inside slope A horizontal benching provided on the outside slope A vertical benching provided on the outer edge of the bank A vertical benching provided on the inner edge of the bank A horizontal benching provided on the inside slope A horizontal benching provided on the outside slope A vertical benching provided on the outer edge of the bank ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Garnett's diagrams are used for graphical solution of design equations of a canal by Gibb's theory Kennedy's theory Lacey's theory Lindlay theory Gibb's theory Kennedy's theory Lacey's theory Lindlay theory ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The most suitable material for the central impervious core of a zoned embankment type dam is clay coarse sand silty clay clay mixed with fine sand clay coarse sand silty clay clay mixed with fine sand ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Borrow pits should preferably be located in Field on the right side of the canal Central half width of the section of the canal Field on the left side of the canal Fields on both sides of the canal Field on the right side of the canal Central half width of the section of the canal Field on the left side of the canal Fields on both sides of the canal ANSWER DOWNLOAD EXAMIANS APP
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