...
首页> 外文期刊>Estuarine Coastal and Shelf Science >A three-dimensional cohesive sediment transport model with data assimilation: Model development, sensitivity analysis and parameter estimation
【24h】

A three-dimensional cohesive sediment transport model with data assimilation: Model development, sensitivity analysis and parameter estimation

机译:具有数据同化的三维粘性泥沙输运模型:模型开发,敏感性分析和参数估计

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

Based on the theory of inverse problems, a three-dimensional sigma-coordinate cohesive sediment transport model with the adjoint data assimilation is developed. In this model, the physical processes of cohesive sediment transport, including deposition, erosion and advection-diffusion, are parameterized by corresponding model parameters. These parameters are usually poorly known and have traditionally been assigned empirically. By assimilating observations into the model, the model parameters can be estimated using the adjoint method; meanwhile, the data misfit between model results and observations can be decreased. The model developed in this work contains numerous parameters; therefore, it is necessary to investigate the parameter sensitivity of the model, which is assessed by calculating a relative sensitivity function and the gradient of the cost function with respect to each parameter. The results of parameter sensitivity analysis indicate that the model is sensitive to the initial conditions, inflow open boundary conditions, suspended sediment settling velocity and resuspension rate, while the model is insensitive to horizontal and vertical diffusivity coefficients. A detailed explanation of the pattern of sensitivity analysis is also given. In ideal twin experiments, constant parameters are estimated by assimilating 'pseudo' observations. The results show that the sensitive parameters are estimated more easily than the insensitive parameters. The conclusions of this work can provide guidance for the practical applications of this model to simulate sediment transport in the study area. (C) 2016 Elsevier Ltd. All rights reserved.
机译:基于反问题理论,建立了伴随数据同化的三维西格玛坐标粘性沉积物输运模型。在该模型中,通过相应的模型参数对粘性沉积物传输的物理过程(包括沉积,侵蚀和对流扩散)进行参数化。这些参数通常鲜为人知,传统上是凭经验分配的。通过将观察结果吸收到模型中,可以使用伴随方法估计模型参数;同时,可以减少模型结果和观测值之间的数据不匹配。在这项工作中开发的模型包含许多参数。因此,有必要研究模型的参数敏感性,这是通过计算相对敏感性函数和成本函数相对于每个参数的梯度来评估的。参数敏感性分析结果表明,该模型对初始条件,入流边界条件,悬浮泥沙沉降速度和重悬率敏感,而对水平和垂直扩散系数不敏感。还给出了敏感性分析模式的详细说明。在理想的孪生实验中,通过吸收“伪”观测值来估算恒定参数。结果表明,敏感参数比不敏感参数容易估计。这项工作的结论可以为该模型在研究区域模拟泥沙运移的实际应用提供指导。 (C)2016 Elsevier Ltd.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

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