Pressure Calculation for Water Flow in a Galvanized Iron Pipe System

In summary, the problem involves determining the pressure at point 2 in a pipe system with given dimensions and flow rate. Using the Darcy-Weisbach equation, the pressure drop at point 2 can be calculated and found to be 11.31 kPa. This results in a pressure of 248.69 kPa at point 2.
  • #1
dronell90
6
0
Hi I need help solving this problem, If anyone could help me it be great. Thanks

The rate of flow in the pipe system is 0.05 m^3s. The pressure at point 1 is measure to be 260kpa. all the pipes are galvanized iron with roughness value of 0.15 mm. Determine the pressure at point 2. take the loss of coefficient for the sudden contraction as 0.05 and v= 1.141x10^-6 m^2/s

Diameter pt1: 150mm
Length pt1: 300m

Diameter between pt1 and pt2: 270mm
Length between pt1 and pt2: 250m

Diameter pt2: 220mm
Length pt2: 400m.
 
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  • #2
Solution:Using the Darcy-Weisbach equation, we can calculate the pressure drop at point 2. The formula is: ΔP = (f * L * ρ * V^2) / (2 * g * D)Where: f = Loss of coefficient (0.05) L = Length of pipe (250m) ρ = Density of fluid (1000 kg/m^3) V = Velocity of fluid (0.05 m^3/s) g = Acceleration due to gravity (9.81 m/s^2) D = Diameter between point 1 and 2 (270mm) Plugging in the values, we get: ΔP = (0.05 * 250 * 1000 * 0.05^2) / (2 * 9.81 * 0.27) ΔP = 11.31 kPa. Therefore, the pressure at point 2 is 260 - 11.31 = 248.69 kPa.
 

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