Answer:
(a) Pressure at point 200 m downstream: 113.4 kPa
(b) Pressure at point 200 m downstream: 105.4 kPa
Step-by-step explanation:
The point of reference, that will be named Point A, is the pressure gage.
The point 200 m downstream will be named Point B.
With a slope of 1:50, the height difference between A and B is (1/50)*200=4m.
(a) In the case there is no friction losses, we can write
Because ther is no change in the diameter of the pipe, V=constant.
Rearranging
Then we have an increase in of 33.4 kPa, and pressure in Point B (downstream) is:
(b) If we consider 10% of the total initial head as friction loss, we have
In this case the rise in pressure is 25.4 kPa, due to the friction losses.
The pressure at point B is