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Degradational response of engineered channels to changes in the upstream controls and channel width: Simplified 1D numerical simulations

机译:工程通道的降解响应到上游控制和频道宽度的变化:简化的1D数值模拟

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In response to changes in the upstream controls (i.e., the water discharge, the sediment supply rate, and the calibre of the load), engineered alluvial channels adjust their bed slope and bed surface texture to establish a new equilibrium state. Here we present and discuss various causes of degradational response of engineered channels to changes in the upstream controls and channel width. For that purpose, we apply a simplified 1D numerical research code to a schematic river reach of constant width consisting of mixed-size sediment, and assess its equilibrium state and transient response. We illustrate that the following perturbation to an initially equilibrium state lead to a degradational response: an increase of the water discharge, a decrease of the sediment supply rate, an increase of the sand content of the sediment supply, an increase of the gravel content of the sediment supply, and a decrease of the channel width. Degradational response under all conditions is associated with surface coarsening. The equilibrium states of the numerical simulations agree with analytical solutions. The results provide insight into the current degradational response of engineered rivers, such as the Rhine River, the Elbe River and the Danube River.
机译:响应于上游控制的变化(即排水,沉积物供应速率和负载的口径),设计的冲动通道调节其床斜率和床面纹理以建立新的平衡状态。在这里,我们展示并讨论了工程化通道的各种原因,以改变上游控制和通道宽度。为此目的,我们将简化的1D数值研究代码应用于由混合尺寸沉积物组成的恒定宽度的示意性河流,并评估其平衡状态和瞬态响应。我们说明了初始平衡状态的以下扰动导致降解响应:水放大的增加,沉积物供应率的降低,沉积物供应的砂含量增加,砂砾含量增加沉积物供应,以及通道宽度的降低。在所有条件下降解响应与表面粗化有关。数值模拟的均衡状态与分析解决方案一致。结果提供了深入了解工程河流的当前降解响应,例如莱茵河,北河河和多瑙河。

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