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Sand-Dune Geometry of Large Rivers during Floods

机译:洪水期间大河的沙丘几何

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The geometry of lower regime bed forms in several large sand-bed rivers is investigated during average and flood conditions. The van Rijn method is revised because it generally underpredicts the dune height of most large rivers around the world. During floods in large sand-bed rivers, upper-regime plane bed is not necessarily obtained when T = 25. Both parameters describing dune height and dune steepness do not decrease as the transport-stage parameter T increases in the range 10 < T < 25. The analysis of bed-form data during large floods on the Meuse River and the Rhine River branches indicates that both the dune height and length generally increase with discharge while dune steepness remains relatively constant. A reasonable approximation of the wavelength is λ ≈ 6.5 h, where h is the flow depth. The dune height Δ varies as a function of the depth h and median grain size d_(50). Estimates can be obtained by Δ ≈ 2.5 h~(0.7) d_(50)~(0.3).
机译:在平均和洪水条件下,研究了几条大沙床河流中低层床层的几何形状。修订了范里恩(Van Rijn)方法,因为它通常会低估世界上大多数大型河流的沙丘高度。在大的沙床河流洪水期间,当T = 25时,不一定会获得上层平面床。描述沙丘高度和沙丘陡度的两个参数都不会随着运输阶段参数T在10

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