Optimizing Pump Selection for Efficient Watering
I. Peak Water Requirement (Discharge -D)
II.
Yield
or water source (T-L/S)
III.
Availability
of Power ( H.P)
Ø
It
is the maximum quantity of water required in liters/day to meet the daily
requirements and pumping rate in L/S.
Ø
It
is calculated by V/ (T*3600) where, T—Average pumping hours.
YIELD OR WATER SOURCE
Ø It is the recuperation rate
at which water recharges into the well and its maximum rate at which water can
be pumped out under steady drawdown conditions.
Other Details:
i.
Type
of water source(Well/Sump/Bore/River)
ii.
Static
water level below ground level(Water level when pump is switched OFF
iii.
Dynamic
water level below ground level(Expected water level when pump is switched ON)
iv.
Expected
low water level in summer seasons
v.
Vertical
elevation from water source and discharge point
vi.
Number
of fittings (i.e. Tees, Elbows, Bends etc...)
AVAILABILITY OF POWER (H.P)
Other Details:
i.
Main
Line to Starter distance
ii.
Starter
to Pumpset Distance.
SELECTION
PROCEDURE
A -> Area of cropping in
m2
T -> Allowable water
filling time in sec (Considering power availability in hrs.)
Length and size of suction pipe equivalent to length of
pipe of the fittings.
Note: Suction Head for submersible pumps is zero
Length and size of delivery pipe equivalent to length of
pipe of the fittings.
(Refer to friction loss chart or friction value, For Hd
for 100m length of delivery pipe against discharge Q, and existing pipe size.
He—Exist pressure head at discharge point as required.
2.
Dynamic
water level (i.e.., drawdown variation)
3.
Condition
of existing pipeline system
4.
Recharge
rate of water in water source
5.
Frequency
and voltage conditions.
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