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Unformatted text preview: C hw = 130 Dia 3 (in.) = 12 L3 = 1300 ft Q2 (CFS) = 7 Required: 1. Pressure at Junction 2. Elevation of Reservoir B Solve using a) Hazen Williams, b) Darcy Weisbach, AND c) Mannings Equation...
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This note was uploaded on 01/13/2011 for the course BRAE 312 taught by Professor Styles during the Fall '10 term at Cal Poly.
- Fall '10