Irrigation Engineering The stream which does not have any base flow contribution is called None of these perennial stream intermittent stream ephemeral stream None of these perennial stream intermittent stream ephemeral stream ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The sinuosity of a meander is the ratio of Meander length and half width of the river None of these Curved length and the straight distance Meander length and the width of meander Meander length and half width of the river None of these Curved length and the straight distance Meander length and the width of meander ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Coefficient of discharge of an ogee spillway both (A) and (B) depends on depth of approach and upstream slope remains constant depends on downstream apron interference and downstream submergence both (A) and (B) depends on depth of approach and upstream slope remains constant depends on downstream apron interference and downstream submergence ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A runoff river plant is None of these a high head scheme a low head scheme a medium head scheme None of these a high head scheme a low head scheme a medium head scheme 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 outside slope A vertical benching provided on the outer edge of the bank A horizontal benching provided on the inside slope A vertical benching provided on the inner edge of the bank A horizontal benching provided on the outside slope A vertical benching provided on the outer edge of the bank A horizontal benching provided on the inside slope ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If V₀ is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to V₀7/2 V₀1/2 V₀3/2 V₀5/2 V₀7/2 V₀1/2 V₀3/2 V₀5/2 ANSWER DOWNLOAD EXAMIANS APP
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