Irrigation Engineering If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be 1/(1+ 0.9010) 1 – (0.9)°l0 1 + (0.9)010 1/(1-0.9°10) 1/(1+ 0.9010) 1 – (0.9)°l0 1 + (0.9)010 1/(1-0.9°10) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Lacey, in regime conditions Neither (a) nor (b) Entire cross-section of the channel is generated at all points by the forces normal to the Both (a) and (b) Silt is kept in suspension by vertical components of eddies Neither (a) nor (b) Entire cross-section of the channel is generated at all points by the forces normal to the Both (a) and (b) Silt is kept in suspension by vertical components of eddies ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 9.0 cm 4.5 cm 6.0 cm 7.5 cm 9.0 cm 4.5 cm 6.0 cm 7.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If D₁ and D₂ are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/2D₁D₂ (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/2D₁D₂ 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 XC 0.5 XC 1.33 TC 0.75 TC XC 0.5 XC 1.33 TC 0.75 TC ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Bligh's creep theory, percolating water flows along The outline of the base of the foundation of the dam Circular path under the foundation of the dam None of these Straight path under the foundation of the dam The outline of the base of the foundation of the dam Circular path under the foundation of the dam None of these Straight path under the foundation of the dam ANSWER DOWNLOAD EXAMIANS APP
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