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首页> 外文期刊>Iranian Journal of Science and Technology, Transactions of Civil Engineering >Multivariate Adaptive Regression Splines Model for Prediction of Local Scour Depth Downstream of an Apron Under 2D Horizontal Jets
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Multivariate Adaptive Regression Splines Model for Prediction of Local Scour Depth Downstream of an Apron Under 2D Horizontal Jets

机译:二维水平射流下围裙下游冲刷深度的多元自适应回归样条模型

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摘要

Sluice gates commonly control water levels and flow rates in rivers and channels. They are also used in wastewater treatment plants and to recover minerals in mining operations and in watermills. Hence, scour phenomena downstream of sluice gates have attracted the attention of engineers to present a precise prediction of the local scour depth. Most experimental studies of scour depth downstream of sluice gates have been performed to find an accurate formula to predict the local scour depth. However, an empirical equation with appropriate capacity of validation is not available to evaluate the local scour depth. This study presents the application of multivariate adaptive regression splines (MARS) to evaluate the local scour depth downstream of sluice gate using 228 experimental case studies of the scour depth downstream of sluice gates with an apron. MARS is used to develop empirical relations between the scour depth and various control variables, including the sediment size and its gradation, apron length, sluice gate opening, and the flow conditions upstream and downstream of the sluice gate. Six non-dimensional variables were given to determine a functional relationship between the input and output parameters. The efficiency of MARS model is investigated with ANN model in the training stages. On the other hand, performances of the testing results for this model are compared with the ANN model and traditional approaches based on regression methods. The uncertainties prediction of the MARS was quantified and compared with ANN model. Also, sensitivity analysis was performed to assign effective parameter on the scour depth prediction.
机译:水闸通常控制河流和河道中的水位和流量。它们还用于废水处理厂,并在采矿作业和水车厂中回收矿物质。因此,闸门下游的冲刷现象引起了工程师的注意,以提出对局部冲刷深度的精确预测。已经对闸门下游的冲刷深度进行了大多数实验研究,以找到准确的公式来预测局部冲刷深度。但是,尚无具有适当验证能力的经验公式来评估局部冲刷深度。这项研究利用228个带有围裙的闸门下游冲刷深度的实验案例研究,提出了多元自适应回归样条(MARS)评估闸门下游冲刷深度的应用。 MARS用于建立冲刷深度与各种控制变量之间的经验关系,包括沉积物大小及其等级,围裙长度,闸门打开以及闸门上游和下游的流动条件。给出了六个无量纲变量来确定输入和输出参数之间的函数关系。在训练阶段,采用神经网络模型研究了MARS模型的效率。另一方面,将该模型的测试结果的性能与ANN模型以及基于回归方法的传统方法进行了比较。量化了MARS的不确定性预测,并与ANN模型进行了比较。另外,进行了敏感性分析以在冲刷深度预测中分配有效参数。

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