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一维水流方程中曼宁糙率的参数辨识
引用本文:董文军 姜亨余 等. 一维水流方程中曼宁糙率的参数辨识[J]. 天津大学学报(自然科学与工程技术版), 2001, 34(2): 201-204
作者姓名:董文军 姜亨余 等
作者单位:董文军(天津大学理学院,天津 300072)      姜亨余(天津大学理学院,天津 300072)      喻文唤(天津大学理学院,天津 300072)
摘    要:根据参数辨识理论对一维水流方程中曼宁糙率的计算方法进行理论推导,建立一个求解曼宁糙率的最优模型;根据边界点观测值应用最速下降法,可得与实测资料相吻合的曼宁糙率最优解。此方法具有普遍适用性和准确性,使河道及其冲淤变化数值模拟计算更为可靠。

关 键 词:曼宁糙率 参数辨识 Frechet微分 下降方向 水力学 一维水流方程 河道水流
文章编号:0493-2137(2001)02-0201-04
修稿时间:1999-12-21

PARAMETER IDENTIFICATIONOF MANNING ROUGHNESS IN ONE-DIMENSIONAL FLOW EQUATION
DONG Wen-jun,JIANG Heng-yu,YU Wen-huan. PARAMETER IDENTIFICATIONOF MANNING ROUGHNESS IN ONE-DIMENSIONAL FLOW EQUATION[J]. Journal of Tianjin University(Science and Technology), 2001, 34(2): 201-204
Authors:DONG Wen-jun  JIANG Heng-yu  YU Wen-huan
Abstract:Based on the theory of parameter identification,a method for calculating Manning roughuess in one-dimensional flow equation was theoretically deduced,and an optimal mathematical model for solving Manning roughness was set up.Using this model and fast descent method,we can obtain an optimal solution of Manning roughness consistent with measured data on boundary.This method has common applicability and accuracy,and it can make numerical simulation of river and its bed development more reliable.
Keywords:
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