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Irrigation Engineering

Irrigation Engineering
The depth of rice root zone, is

90 cm
80 cm
50 cm
60 cm

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

6.0 cm
9.0 cm
7.5 cm
4.5 cm

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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

0.12569444444444
0.20902777777778
0.084027777777778
0.16736111111111

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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

0.5 XC
1.33 TC
0.75 TC
XC

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Irrigation Engineering
Generally the weir is aligned at right angles to the direction of the main river current because

It gives better discharging capacity
It ensures less length of the weir
It is economical
All of these

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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)3/2D₁D₂
(D₂ - D₁)3/4D₁D₂
(D₂ - D₁)3/D₁D₂
(D₂ - D₁)3/3D₁D₂

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