Canal-head manual-diversion curved conduit
A curved and artificial technology, applied in artificial waterways, water conservancy projects, special data processing applications, etc., can solve problems such as high cost, affecting the normal operation of the water diversion head, scouring and silting deformation of the diversion bend, etc., to avoid erosion or silting Deformation, ensuring normal water diversion, and the effect of geometric section shape stability
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[0067] It is known that the design flow Q of an artificial diversion bend is 300m 3 / s, the average particle size of suspended sand d m =0.045m, roughness n=0.035, trapezoidal cross section slope coefficient m=1.5. The artificial water diversion bend is designed by applying the above-mentioned optimal design method.
[0068] untie:
[0069] Firstly, the design flow Q of the bend and the average particle size of suspended sand d m , roughness n, slope coefficient m and other known values are substituted into the mathematical model for the optimal design of the artificial water diversion curve applying for this patent, and the bottom width b, water depth h, and radius of curvature R of the curve center of the trapezoidal section artificial water diversion curve are obtained c , the length of the center of the curve L c .
[0070] Then, substituting b, h, design flow Q of the bend, roughness n, and slope coefficient m into the following Manning formula to obtain the longit...
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