Irrigation Engineering The ratio of the head recovered to the head put in, is known as Sensitivity Flexibility Modular limit Efficiency Sensitivity Flexibility Modular limit Efficiency ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that reservoir was not full at the beginning both (A) and (B) demand cannot be met by inflow None of these reservoir was not full at the beginning both (A) and (B) demand cannot be met by inflow None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be 20 m3/sec 35 m3/sec 30 m3/sec 25 m3/sec 20 m3/sec 35 m3/sec 30 m3/sec 25 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A deficit of sediments in flowing water may cause a river Sub-critical type Meandering type Degrading type Aggrading type Sub-critical type Meandering type Degrading type Aggrading type ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Bligh's creep theory, percolating water flows along None of these Circular path under the foundation of the dam Straight path under the foundation of the dam The outline of the base of the foundation of the dam None of these Circular path under the foundation of the dam Straight path under the foundation of the dam The outline of the base of the foundation of the dam ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Canals taken off from ice-fed perennial rivers, are known Ridge canals Inundation canals Permanent canals Perennial canals Ridge canals Inundation canals Permanent canals Perennial canals ANSWER DOWNLOAD EXAMIANS APP
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