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Irrigation Engineering

Irrigation Engineering
A unit hydro graph has one unit of

rainfall excess
time base of direct runoff
discharge
rainfall duration

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Irrigation Engineering
If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor downstream of the crest-wall, is given by the equation

t = (h - 1)/(G + t)
t = (h - 1)/(G - t)
t = (h + 1)/G
t = (h + 1)/(G + t)

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Irrigation Engineering
The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of

Reverse curve plus the width of the river
Next curve of the same order
Reverse curve
None of these

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

0.6 x 106
7.2 xlO6
0.2 x 106
2.4 xlO6

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Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

91m
19m
38m
15m

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Irrigation Engineering
The runoff increases with

increase in permeability of soil
increase in infiltration capacity
All of these
increase in intensity of rain

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