Irrigation Engineering The flow-mass curve is graphical representation of 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 Cumulative discharge and time Discharge and percentage probability of flow being equaled or exceeded Discharge and time in chronological order ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The length and width of a meander and also the width of the river, vary roughly as Discharge Square root of the discharge Cube of the discharge Square of the discharge Discharge Square root of the discharge Cube of the discharge Square of the discharge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Dimensions of coefficient of transmissibility are M’LV M°L°T° M° L2 T1 rvfL’T”1 M’LV M°L°T° M° L2 T1 rvfL’T”1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65 cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be 60 cm 50 cm 56 cm 55 cm 60 cm 50 cm 56 cm 55 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, arei) Water pressureii) Self weightiii) Upliftiv) Pressure due to earthquakeThe correct answer is (i), (ii) and (iv) Only (ii) (i), (ii) and (iii) (i), (ii), (iii) and (iv) (i), (ii) and (iv) Only (ii) (i), (ii) and (iii) (i), (ii), (iii) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Presence of tail water in a gravity dami) increases the principal stressii) decreases the principal stressiii) increases the shear stressiv) decreases the shear stressThe correct answer is (ii) and (iii) (ii) and (iv) (i)and(iv) (i) and (iii) (ii) and (iii) (ii) and (iv) (i)and(iv) (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP