In: Civil Engineering
Use the Hazen-Williams equation and the Manning equation to calculate the flow rate for problem 3.5.7 which was solved using the Darcy-Weisbach equation and yielded Q = 78.8 m^3/sec. Compare the results and discuss the differences. Assume minor losses are negligible and verify your results with computer software.
Here you do not have given me the data to apply any equation I am providing you the equations .. use them to solve your problem :
The Hazen-Williams formula can be used to calculate the pressure loss in a length of pipe due to friction dependent on the flow. This equation is commonly used for pressure drop calculations in American fire sprinkler systems, water distribution systems, and irrigation systems.
where:
Pd = pressure drop in pounds per square inch / foot
Q = gallons per minute
C = factor (friction loss coefficient) - the higher the C factor, the smoother the pipe.
An alternate form of the Hazen Williams Equation is:
where:
V = Velocity (in feet per second)
C = as above
Rh = Hydraulic Radius (in feet)
S = Energy Gradient or Friction Slope (hf/L)
-- Maning's equation :
discharge Q = 1/n R^(2/3)S^(1/2)
where n is manings roughness coefficient
R = Area/perimeter
s is bed slope