Calculating water pressure from bernouliis equation

victoriafello
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A power station is supplied with water from a reservoir. A pipeline connects the reservoir to the turbine hall
The flow of water through the pipeline is controlled by a valve which is located exactly 500 metres below the surface of the water in the reservoir. The pipeline is 0.30 m in diameter.

Calculate the static pressure at the lower end of the pipeline when the valve is in the closed position

relivant equation

bernouliis equation

P + 1/2 rho v^2 + pgh = constant

my attempt so far -

for the surface of the reservior
P1 - atmospheric pressure 1.00x10^5
rho1 = density of water 1.00x10^3
g = 9.81
h1 = 0
v1 = 0 (water is not moving)

for the bottom of the pipe
p2 - unknown
rho 2 = density of water 1.00x10^3
g = 9.81
h2 = 500
v2 - 0 (water not moving)

rearrange for p2

p2 = 1/2 Rho (V1-V2)g(h1-h2)-P1

this gives

1/2*1.00x10^3+1.00x10^3*9.81*(0-500)-1.00x10^5

so p2 = 4904500

or 4.9x10^6

can someone let me know if i went wrong anywhere as this doesn't look correct? i don't think the diamter of the pipe is important for this part of the equation,
 
on Phys.org
I've got this question too victoriafello...am currently working on it and will have something, at any rate, posted soon this morning..
 
Someone I know worked out the answer to the first question as 4.90e6 N/m² too...so I reckon you may well be right on that one

I got this of the same person for the second answer:

2.
pipe area = πD²/4 = π(0.3)²/4 = 0.0707 m²
water flow = 5.00 m³/s
V = water velocity = 5.00/0.0707 = 70.7 m/s
V²/2g = (70.7)²/2g = 255 m of H2O
gauge pressure = 500 - 255 = 245 m of H2O => (4.90e6)(245/500) = 2.40e6 N/m² ANS-2
 
Last edited:

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