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Irrigation Engineering

Irrigation Engineering
Trap efficiency of a reservoir is a function of

capacity/outflow ratio
None of these
capacity/inflow ratio
outflow/inflow ratio

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Irrigation Engineering
The crest level of a canal diversion head work, depends upon

F.S.L. of the canal
Discharge perimeters
Pond level
All listed here

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Irrigation Engineering
Finally formed berms in canals are provided for

Protection of banks erosion by the waves
Control of seepage losses
All of these
Strengthening of banks

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Irrigation Engineering
If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by

T = kd
T= Vkd
k= VTd
T = k/d

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

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Irrigation Engineering
If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is

15 cm
25 cm
10 cm
20 cm

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