[1]沈五伟,陈一帆,申振东.河道糙率反问题研究回顾与展望[J].浙江水利科技,2017,(04):001-3,7.[doi:10.13641/j.cnki.33-1162/tv.2017.04.001]
 SHEN Wu-wei,CHEN Yi-fan,SHEN Zhen-dong.Inverse Problems of River Roughness:Research Review and Prospect[J].Zhejiang Hydrotechnics,2017,(04):001-3,7.[doi:10.13641/j.cnki.33-1162/tv.2017.04.001]
点击复制

河道糙率反问题研究回顾与展望
分享到:

《浙江水利科技》[ISSN:1008-701X/CN:33-1080/TV]

卷:
期数:
2017年04
页码:
001-3,7
栏目:
出版日期:
2017-07-25

文章信息/Info

Title:
Inverse Problems of River Roughness:Research Review and Prospect
作者:
沈五伟12 陈一帆12 申振东12
1. 浙江省水利河口研究院, 浙江 杭州 310020;
2. 浙江广川工程咨询有限公司, 浙江 杭州 310020
Author(s):
SHEN Wu-wei12 CHEN Yi-fan12 SHEN Zhen-dong12
1. Zhejiang Institute of Hydraulics & Estuary, Hangzhou 310020, Zhejiang, China;
2. Zhejiang Guangchuan Engineering Consultation Co., Ltd., Hangzhou 310020, Zhejiang, China
关键词:
河道糙率反演分析糙率率定
Keywords:
river roughnessinversion analysisroughness calibration
分类号:
TV131.4
DOI:
10.13641/j.cnki.33-1162/tv.2017.04.001
文献标志码:
A
摘要:
河道糙率是河流水力计算的关键灵敏参数,也是众多因素影响的综合性参数。工程上常用的查表法、公式法和试错法得出的糙率值往往难以满足水力计算要求,因此河道糙率反演理论和方法研究引起了国内外学者的广泛重视。在回顾和总结河道糙率确定基本方法和优化反演方法研究进展的基础上,指出了河道糙率反问题研究面临的困难和挑战,展望了河道糙率反问题研究的发展方向。
Abstract:
River roughness is a critical sensitive parameter of hydraulic calculation for rivers,which is a comprehensive one influenced by many factors. Table-checking,formula,trial-and-error and other commonly used methods cannot meet the demands of hydraulic calculation. Therefore,the inversion theories and methods of river roughness have drawn extensive attention of scholars from home and abroad. After reviewing and summarizing the basic methods and research updates of inverse methods for river roughness,this paper brought forward the difficulties and challenges as well as prospective directions for future study in this field.

参考文献/References:

[1] Becker L,Yeh W W G.Identification of multiple reach channel parameters[J].Water Resources Research,1973,9(2):326-335.
[2] Wasantha Lal A M.Calibration of riverbed roughness[J].Journal of Hydraulic Engineering,1995,121(9):664-671.
[3] ATANOV G A,EVSEEVA E G,MESELHE E A.Estimation of roughness profile in trapezoidal open channel[J].Journal of Hydraulic Engineering,ASCE,1999,125(3):309-312.
[4] Khatibi R H,Williams J J,Wormleaton P R.Identification problem of open-channel friction parameters[J].Journal of Hydraulic Engineering,1997,123(12):1078-1088.
[5] Ramesh R,Datta B,Bhallamudi S M,et al.Optimal estimation of roughness in open-channel flows[J].Journal of Hydraulic Engineering, 2000,126(4):299-303.
[6] 董文军,姜亨余.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.
[7] 李光炽,周晶晏,张贵寿.用卡尔曼滤波求解河道糙率参数反问题[J].河海大学学报(自然科学版),2003,31(5):490-493.
[8] 程伟平,刘国华.基于广义逆理论的河网糙率反演研究[J]. 浙江大学学报,2005,39(10):1063-1068.
[9] Ding Y,Wang S S.Identification of Manning’s roughness coefficients in channel network using adjoint analysis[J]. International Journal of Computational Fluid Dynamics,2005, 19(1):3-13.
[10] 霍光,王义刚.基于多因素模糊综合评判的河网糙率求解[J]. 河海大学学报(自然科学版),2006,34(5):518-521.
[11] Bilgil A,Altun H.Investigation of flow resistance in smooth open channels using artificial neural networks[J].Flow Measurement and Instrumentation,2008,19(6):404-408.
[12] 吴晓玲,王船海.基于水动力学模型的实时糙率反推在洪水预报中的应用[J].水电能源科学, 2008,26(5):43-45.
[13] 辛小康,刘刚,张向东,等.基于遗传优化的河网数学模型糙率参数反演[J].水利水电科技进展, 2009, 29(6):21-24.
[14] 李丽,王加虎,王建群,等.自适应随机搜索算法在河网数学模型糙率反演中的应用[J].水利水电科技进展,2011, 31(5):64-67.
[15] 陈一帆,程伟平,蒋建群.一种稳健的河流糙率反演方法[J]. 浙江大学学报(工学版),2013,47(8):1361-1365,1378.
[16] 包红军,赵琳娜.基于Kalman滤波糙率反演模型的河道洪水实时预报研究[J].水力发电学报,2012,31(3):59-64.
[17] 陈素红,刘孟凯,邢领航.基于多亲遗传算法的渠道非恒定流糙率率定模型及其应用[J].水电能源科学,2013,31(5):81-83.
[18] 陈一帆,程海洋,万晓丽,等.结合糙率校正的河网水情数据同化[J].水科学进展.2015,26(5):731-738.

备注/Memo

备注/Memo:
收稿日期:2016-02-21。
基金项目:国家自然科学基金资助项目(51609213)。
作者简介:沈五伟(1983-),男,工程师,硕士,主要从事水文水动力学研究、水利工程规划设计工作。E-mail:214884860@qq.com
更新日期/Last Update: 2017-07-27