To estimate the required pipe diameter using Manning's equation, we can rearrange the equation to solve for the cross-sectional area (A) of the pipe.
The equation is:
Q = (1.486/n) * A * Rh^(2/3) * S^(1/2)
Given the values:
Q = 19.80 cfs (cubic feet per second)
n = 0.013
S = 0.005 (slope)
We need to find the pipe diameter (D).
To solve for A, we can substitute the values into the equation and solve for A:
19.80 = (1.486/0.013) * A * Rh^(2/3) * 0.005^(1/2)
Now, since the pipe is assumed to be circular and full, we can substitute the relationship between the pipe diameter (D) and the hydraulic radius (Rh):
Rh = D/4
19.80 = (1.486/0.013) * A * (D/4)^(2/3) * 0.005^(1/2)
Simplifying the equation further, we get:
19.80 = 114.31 * A * (D/4)^(2/3)
Now, we need more information to determine the required pipe diameter. Specifically, we would need either the cross-sectional area (A) or the shape of the pipe (such as a circular pipe with a known diameter). Without that information, we cannot directly estimate the required pipe diameter using Manning's equation.