Irrigation Engineering In case of non-availability of space due to topography, the most suitable spillway is ogee spillway shaft spillway chute spillway straight drop spillway ogee spillway shaft spillway chute spillway straight drop spillway ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 4.5 cm 9.0 cm 7.5 cm 6.0 cm 4.5 cm 9.0 cm 7.5 cm 6.0 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Borrow pits should preferably be located in Central half width of the section of the canal Field on the right side of the canal Fields on both sides of the canal Field on the left side of the canal Central half width of the section of the canal Field on the right side of the canal Fields on both sides of the canal Field on the left side of the canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Horizontal acceleration due to earthquake results in inertia force into the body of the dam None of these both (A) and (B) hydrodynamic pressure inertia force into the body of the dam None of these both (A) and (B) hydrodynamic pressure ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering S-hydrograph is used to obtain unit hydrograph of None of these shorter duration from longer duration longer duration from shorter duration both (A) and (B) None of these shorter duration from longer duration longer duration from shorter duration both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The level of the floor of a syphon aqueduct can be obtained By subtracting the thickness of culvert plus the depth of the culvert from the canal bed level By subtracting the depth of the culvert from the canal bed level Both (a) and (b) None of these By subtracting the thickness of culvert plus the depth of the culvert from the canal bed level By subtracting the depth of the culvert from the canal bed level Both (a) and (b) None of these ANSWER DOWNLOAD EXAMIANS APP
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