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Unformatted text preview: In the end, round all elevations to the nearest hundredth. If no table is included, no points will be given. Do not use the Hazen Williams Equation for friction loss. Use Mannings equation with n=0.011 where applicable. If Hazen-Williams is used, you will lose half credit. Note: It is hard to design a complete hydraulic profile problem. This is one of the reasons why I chosen to have you rework the book problem. The other reason is that the book can serve as a guide for you for this rather lengthy problem. However, you shouldnt just copy the book. Think about the calculations you are making and why certain assumptions are made because this material could always be an exam question....
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This document was uploaded on 10/29/2011 for the course ENV 4601 at University of Florida.
- Spring '08