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ÿþEnergy Equation for Steady Open-Channel Flow http://edugen.wiley.com/edugen/courses/crs2436/crowe9771/crowe9771... 15.2 Energy Equation for Steady Open-Channel Flow To derive the energy equation for flow in an open channel, begin with Eq. (7.29) and let the pump head and turbine head equal zero: hp = ht = 0. Equation (7.29) becomes (15.6) Use Fig. 15.3 to show that where S0 is the slope of the channel bottom, and y is the depth of flow. Assume the flow in the channel is turbulent, so ±1 = ±2 H" 1.0. Equation (15.6) becomes (15.7) In addition to the foregoing assumptions, Eq. (15.7) also requires that the channel have a uniform cross section, and the flow be steady. Figure 15.3 Definition sketch for flow in open channels. Copyright © 2009 John Wiley & Sons, Inc. All rights reserved. 1 of 1 1/15/2009 1:30 AM

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