Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 4.5 cm 6.0 cm 9.0 cm 7.5 cm 4.5 cm 6.0 cm 9.0 cm 7.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A runoff river plant is 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 None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Khosla, the exits gradient of surface flow Is independent of the b/d ratio Depends upon the b/d ratio None of these Is independent of the depths of d/s cut off walls Is independent of the b/d ratio Depends upon the b/d ratio None of these Is independent of the depths of d/s cut off walls ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The flow-mass curve is graphical representation of Cumulative discharge and time Cumulative discharge, volume and time in chronological order Discharge and percentage probability of flow being equaled or exceeded Discharge and time in chronological order Cumulative discharge and time Cumulative discharge, volume and time in chronological order Discharge and percentage probability of flow being equaled or exceeded Discharge and time in chronological order ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of None of these Next curve of the same order Reverse curve Reverse curve plus the width of the river None of these Next curve of the same order Reverse curve Reverse curve plus the width of the river ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is R2 (θ + tan θ) R (θ + tan θ) R2 (θ + cot θ) R (θ + cot θ) R2 (θ + tan θ) R (θ + tan θ) R2 (θ + cot θ) R (θ + cot θ) ANSWER DOWNLOAD EXAMIANS APP
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