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• W2014377536 startingPage "1323" @default.
• W2014377536 abstract "Meander bends of high amplitude in alluvial rivers often display a high degree of coherency. The only analytical equation heretofore available to describe such bends is the sine‐generated curve, which has no rigorous derivation in the context of rivers. Herein a nonlinear “bend equation,” based on a dynamical description of flow in bends and a kinematical description of bank erosion, is used to describe channel migration. This equation admits solutions of constant amplitude that migrate downstream with constant speed. The solution at high amplitude displays a prominent skewing that reveals the direction of flow. At low amplitude, the solution reduces to the sine‐generated curve." @default.
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• W2014377536 date "1983-10-01" @default.
• W2014377536 modified "2023-10-17" @default.
• W2014377536 title "Meander Bends of High Amplitude" @default.
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• W2014377536 doi "https://doi.org/10.1061/(asce)0733-9429(1983)109:10(1323)" @default.
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