A horizontal pipe, 12 inches in diameter and

2500ft

in length, carries a discharge of

0.25f(t^(3))/(s)

for a thermal power plant from a reservoir, as shown below. Calculate the pressure in the pipe at a distance of

1000ft

from the reservoir. The head loss in the pipe is given as\

h_(L)=(0.025((L)/(d))V^(2))/(2g)

\ where

L

is the length of the pipe from the reservoir,

d

is the diameter of the pipe,

V

is the mean water velocity in the pipe, and

g

is the acceleration of gravity.

6. A horizontal pipe, 12 inches in diameter and 2500ft in length, carries a discharge of 0.25ft3/s for a thermal power plant from a reservoir, as shown below. Calculate the pressure in the pipe at a distance of 1000ft from the reservoir. The head loss in the pipe is given as hL=2g0.025(dL)V2 where L is the length of the pipe from the reservoir, d is the diameter of the pipe, V is the mean water velocity in the pipe, and g is the acceleration of gravity. 6. A horizontal pipe, 12 inches in diameter and 2500ft in length, carries a discharge of 0.25ft3/s for a thermal power plant from a reservoir, as shown below. Calculate the pressure in the pipe at a distance of 1000ft from the reservoir. The head loss in the pipe is given as hL=2g0.025(dL)V2 where L is the length of the pipe from the reservoir, d is the diameter of the pipe, V is the mean water velocity in the pipe, and g is the acceleration of gravity