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Unformatted text preview: e figure. e of each sub section, equivalent hydraulic radiu pound channel section (Answers n e =0.022 hose bottom slope is 0.5 o and whose cross-sectio Manning coefficients for the surfaces of differen termine the flow rate through the channel and th nnel. (Answers n e =0.0386 & Q=37.2 nage canal having the properties shown in Figure late the flow rate using (Answe ection is as different us and equivalent 26 & Q=116.4m 3 /s ion is as shown nt subsections he effective m 3 /s) re below. If the ers Q=11.28m 3 /s)...
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This note was uploaded on 12/11/2011 for the course ECON 201 taught by Professor Ninkovic during the Spring '08 term at Emory.
- Spring '08