Fluid Mechanics Open Channel Problem

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The discussion revolves around solving a fluid mechanics problem involving a trapezoidal canal with specific dimensions and a required flow rate of 5.66 m^3/s. The Manning equation is used to relate the average velocity, channel slope, and other parameters, but confusion arises regarding how to find the slope when it is the unknown variable. Participants suggest starting by calculating the cross-sectional area of the channel to facilitate the use of the Manning formula. The correct slope that yields the desired flow rate is identified as 0.000675. This highlights the importance of understanding the relationship between channel geometry and flow characteristics in open channel hydraulics.
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The problem: A canal cut in rock (n= 0.030) is a trapezoidal in section with a bottom width of 6.10m and the side slopes of 1 on 1. The allowable average velocity is 0.76 m/s. What slope will produce 5.66 m^3/s? The books answer is 0.000675

from the mannings equation

V=(1.486/n)R^2/3 x S^1/2 i get... 0.76=(1.486/0.030)? I am confused on where to go
 
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Use of the Manning formula necessitates knowing the slope. But that is what is sought. So how did you do justify you did?

Hint:
Start out by determining the area of the open channel. Then use the Manning formula to determine the slope.
 

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