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Case Study: Equivalent Widths Of The Middle Rio Grande, New Mexico

机译:案例研究:新墨西哥州里奥格兰德州的等效宽度

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Successive reaches of the Rio Grande have maintained equivalent channel widths of 50 and 250 m, respectively, over long periods of time. It is hypothesized that alluvial channels adjust bed slope to match the long-term changes in channel width. Analytical relationships show that wider river reaches develop steeper slopes. A modeling approach using daily water and sediment discharges simulates the transient evolution of bed elevation changes. The analytical and numerical models are in very good agreement with the longitudinal profile measurements of the Bosque del Apache reach of the Rio Grande, NM, from 1992 to 1999. The slope of the 50 m wide reach was 50 cm/km and the slope of the 250 m wide reach of the same river increased to 80 cm/km. This unsteady daily transient model compares well with a steady transient solution at a constant discharge close to the mean annual flow. The transient slope adjustments can also be approximated with an exponential model. Accordingly, it takes about 20-25 years for the Rio Grande to achieve about 90% of its slope adjustment.
机译:里奥格兰德州的连续河段在很长一段时间内分别保持了50 m和250 m的等效河道宽度。假设冲积河道会调整河床坡度以适应河道宽度的长期变化。分析关系表明,较宽的河段形成较陡的斜坡。使用每日水和沉积物排放的建模方法模拟了床高变化的瞬态演变。该分析模型和数值模型与1992年至1999年新墨西哥州里奥格兰德市的Bosque del Apache河段的纵向剖面测量值非常吻合。宽河段的坡度为50 cm / km,坡度为50 cm / km。同一条河的250 m宽达到80 cm / km。这种非稳态的每日瞬态模型与在接近年平均流量的恒定流量下的稳态瞬态解决方案具有很好的对比。瞬态斜率调整也可以用指数模型来近似。因此,格兰德河要完成大约90%的坡度调整需要大约20-25年的时间。

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