Irrigation Engineering Garnett's diagrams are used for graphical solution of design equations of a canal by Gibb's theory Kennedy's theory Lacey's theory Lindlay theory Gibb's theory Kennedy's theory Lacey's theory Lindlay theory ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is Q = 1.71 BD1/2 Q = 1.71 BD Q = 1.71 BD3/2 Q = 1/71 BD2/3 Q = 1.71 BD1/2 Q = 1.71 BD Q = 1.71 BD3/2 Q = 1/71 BD2/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Hydrodynamic pressure due to earthquake acts at a height of 3H/4π above the base 3H/4π below the water surface 4H/3π below the water surface, where H is the depth of water 4H/3π above the base 3H/4π above the base 3H/4π below the water surface 4H/3π below the water surface, where H is the depth of water 4H/3π above the base ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In India, which of the following is adopted as standard recording rain-gauge? Symon’s rain-gauge Tipping bucket type Natural siphon type Weighing bucket type Symon’s rain-gauge Tipping bucket type Natural siphon type Weighing bucket type ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Infiltration is the None of these movement of water through the soil both (A) and (B) absorption of water by soil surface None of these movement of water through the soil both (A) and (B) absorption of water by soil surface ANSWER DOWNLOAD EXAMIANS APP
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 – (0.9)°l0 1 + (0.9)010 1/(1+ 0.9010) 1/(1-0.9°10) 1 – (0.9)°l0 1 + (0.9)010 1/(1+ 0.9010) 1/(1-0.9°10) ANSWER DOWNLOAD EXAMIANS APP
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