首页> 外文OA文献 >Sediment transport through self-adjusting, bedrock-walled waterfall plunge pools
【2h】

Sediment transport through self-adjusting, bedrock-walled waterfall plunge pools

机译:通过自动调节的基岩壁瀑布瀑布池进行泥沙输送

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

Many waterfalls have deep plunge pools that are often partially or fully filled with sediment. Sediment fill may control plunge-pool bedrock erosion rates, partially determine habitat availability for aquatic organisms, and affect sediment routing and debris flow initiation. Currently, there exists no mechanistic model to describe sediment transport through waterfall plunge pools. Here we develop an analytical model to predict steady-state plunge-pool depth and sediment-transport capacity by combining existing jet theory with sediment transport mechanics. Our model predicts plunge-pool sediment-transport capacity increases with increasing river discharge, flow velocity, and waterfall drop height and decreases with increasing plunge-pool depth, radius, and grain size. We tested the model using flume experiments under varying waterfall and plunge-pool geometries, flow hydraulics, and sediment size. The model and experiments show that through morphodynamic feedbacks, plunge pools aggrade to reach shallower equilibrium pool depths in response to increases in imposed sediment supply. Our theory for steady-state pool depth matches the experiments with an R^2 value of 0.8, with discrepancies likely due to model simplifications of the hydraulics and sediment transport. Analysis of 75 waterfalls suggests that the water depths in natural plunge pools are strongly influenced by upstream sediment supply, and our model provides a mass-conserving framework to predict sediment and water storage in waterfall plunge pools for sediment routing, habitat assessment, and bedrock erosion modeling.
机译:许多瀑布都有很深的瀑布池,经常部分或全部充满沉积物。沉积物的充填可以控制冲积池基岩的侵蚀速率,部分地决定水生生物的栖息地可用性,并影响沉积物的路由和泥石流的产生。目前,还没有机制模型来描述通过瀑布式冲水池的泥沙输送。在这里,我们通过结合现有的射流理论和泥沙输送力学,开发了一个分析模型来预测稳态的突水池深度和泥沙输送能力。我们的模型预测,冲积池的输沙能力随着河流流量,流速和瀑布高度的增加而增加,而随冲积池深度,半径和粒度的增加而减小。我们在不同的瀑布和下入式水池几何形状,水力水力和沉积物尺寸下,通过水槽实验对模型进行了测试。该模型和实验表明,通过形态动力学反馈,冲积池会响应于施加的沉积物供应量的增加而达到较浅的平衡池深度。我们的稳态池深度理论与实验的R ^ 2值匹配为0.8,可能由于水力学和泥沙输送的模型简化而导致差异。对75个瀑布的分析表明,天然瀑布池中的水深受上游沉积物供应的强烈影响,我们的模型提供了一个质量守恒的框架来预测瀑布瀑布池中的沉积物和水储量,以用于泥沙路由,生境评估和基岩侵蚀造型。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号