Sediment Transport Modeling: Calibration, Verification, and Evaluation

R. Simons, G. Canali, G.T. Anderson-Newton, G. Cotton
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引用次数: 8

Abstract

Numerical modeling of sediment transport in fluvial and estuarine systems can be a reliable way of predicting sediment mobility. If approached naïvely, however, such modeling can produce results that do not have sufficient accuracy or reliability to be useful in decision making or design regarding a range of remediation or stabilization alternatives. It is important to recognize the numerical modeling process as merely one step toward a more complete and balanced understanding of the fluvial or estuarine system in question. Other steps include qualitative and quantitative geomorphic and engineering analyses used to evaluate the accuracy and reliability of numerical modeling as part of a three-level approach to analyze sediment mobility and overall channel behavior and trends. It must first be recognized that attempting to quantitatively analyze sediment mobility involves developing and applying simplified mathematical algorithms to the complexities of continually varying hydrodynamic and sediment transport processes through natural or modified bodies of water. Accuracy in sediment modeling can only be assessed by comparing measured data to model results with accuracy being defined as the model results matching the data within some acceptable band of uncertainty. Reliability of a sediment model is the concept of dependability in reproducing the processes one is attempting to model and implies that a model includes appropriate mathematical expressions that cover the pertinent physical processes of hydrodynamics and sediment mobility. The concept of reasonableness in sediment modeling is the evaluation of results, when compared with other independent analyses in the application of the three-level process, provide an acceptable level of consistency and consensus of conclusions. The importance of modeling software selection, data quality, model calibration, verification, validation, and reasonableness of results are discussed along with two case studies.
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泥沙运输模型:校准,验证和评估
河流和河口系统泥沙输运的数值模拟是预测泥沙运动的可靠方法。然而,如果接近naïvely,这种建模可能产生的结果没有足够的准确性或可靠性,无法用于有关一系列补救或稳定替代方案的决策或设计。重要的是要认识到数值模拟过程仅仅是朝着更全面和平衡地了解所讨论的河流或河口系统迈出的一步。其他步骤包括定性和定量的地貌和工程分析,用于评估数值模拟的准确性和可靠性,作为分析沉积物流动性和整体渠道行为和趋势的三级方法的一部分。首先必须认识到,试图定量分析泥沙流动性涉及开发和应用简化的数学算法,以处理通过自然水体或经过改造的水体的不断变化的水动力和泥沙输送过程的复杂性。泥沙建模的准确性只能通过将实测数据与模型结果进行比较来评估,而精确度的定义是模型结果在某种可接受的不确定性范围内与数据相匹配。泥沙模型的可靠性是再现人们试图建立模型的过程的可靠性概念,它意味着一个模型包含了适当的数学表达式,涵盖了水动力学和泥沙流动的相关物理过程。泥沙模型中的合理性概念是对结果的评价,当与应用三级过程的其他独立分析相比较时,提供可接受的一致性水平和结论的共识。通过两个案例讨论了建模软件选择、数据质量、模型校准、验证、验证和结果合理性的重要性。
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