Irrigation Engineering The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally 0.16736111111111 0.084027777777778 0.20902777777778 0.12569444444444 0.16736111111111 0.084027777777778 0.20902777777778 0.12569444444444 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 25 m3/sec 20 m3/sec 35 m3/sec 30 m3/sec 25 m3/sec 20 m3/sec 35 m3/sec 30 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the head recovered to the head put in, is known as Efficiency Flexibility Sensitivity Modular limit Efficiency Flexibility Sensitivity Modular limit ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Dimensions of coefficient of transmissibility are M’LV M°L°T° rvfL’T”1 M° L2 T1 M’LV M°L°T° rvfL’T”1 M° L2 T1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A hydroelectric scheme operating under a head of 80 m will be classified as high head scheme medium head scheme low head scheme None of these high head scheme medium head scheme low head scheme None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Horizontal acceleration due to earthquake results in both (A) and (B) hydrodynamic pressure None of these inertia force into the body of the dam both (A) and (B) hydrodynamic pressure None of these inertia force into the body of the dam ANSWER DOWNLOAD EXAMIANS APP
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