Irrigation Engineering The flow-mass curve is graphical representation of Cumulative discharge and time Discharge and percentage probability of flow being equaled or exceeded Discharge and time in chronological order Cumulative discharge, volume and time in chronological order Cumulative discharge and time Discharge and percentage probability of flow being equaled or exceeded Discharge and time in chronological order Cumulative discharge, volume and time in chronological order ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the perimeter of the canal is 2R (θ + tan θ) R (θ + cos θ) R (θ + tan θ) 2R (θ + cos θ) 2R (θ + tan θ) R (θ + cos θ) R (θ + tan θ) 2R (θ + cos θ) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Vertical drop fall is satisfactory for a height upto 1.5 m 3.5 m 5.0 m 0.5 m 1.5 m 3.5 m 5.0 m 0.5 m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the critical shear stress of a channel is XC, then the average value of shear stress required to move the grain on the bank is 1.33 TC 0.5 XC XC 0.75 TC 1.33 TC 0.5 XC XC 0.75 TC ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase Water surface elevation during floods Maximum discharge Surface slope of streams above the levied portion Rate of flood wave Water surface elevation during floods Maximum discharge Surface slope of streams above the levied portion Rate of flood wave ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be syphon syphon aqueduct aqueduct superpassage syphon syphon aqueduct aqueduct superpassage ANSWER DOWNLOAD EXAMIANS APP
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