1016a show that the theoretical discharge of the v

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Unformatted text preview: 0.470 0.461 0.456 Cdbg1/2 H1 Cd where αα 2m 0.63 V2 1 2g and kh 3/2 kh 0.3 mm The term kh is a low-head loss factor. Suppose that the weir is 3 m wide and has a crest height Y 50 cm. If the water depth upstream is 65 cm, estimate the flow rate in gal/min. Hydraulic jump H1 Flow H2 1:2 slope 1:5 slope Y P10.122 The Crump weir [19, chap. 4] 0.452 *P10.123 The Crump weir calibration in Prob. 10.122 is for modular flow, i.e., when the flow rate is independent of downDetermine if these data can be correlated with the stream tailwater. When the weir becomes drowned, the Reynolds and Weber numbers vis-à-vis Eq. (10.61). If flow rate decreases by the following factor: not, suggest another correlation. | v v P10.120 The rectangular channel in Fig. P10.120 contains a Vnotch weir as shown. The intent is to meter flow rates between 2.0 and 6.0 m3/s with an upstream hook gage set to measure water depths between 2.0 and 2.75 m. What are the most appropriate values for the notch height Y and the notc...
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This note was uploaded on 10/27/2009 for the course MAE 101a taught by Professor Sakar during the Spring '08 term at UCSD.

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