Adv Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
Volume 15 Issue 4
Turn off MathJax
Article Contents
Abstract
References
QI Mei-lan, CUI Guang-chen. Flood-control level study of floodplain flow[J]. Advances in Water Science, 2004, 15(4): 427-430.
Citation: QI Mei-lan, CUI Guang-chen. Flood-control level study of floodplain flow[J]. Advances in Water Science, 2004, 15(4): 427-430.
shu

Flood-control level study of floodplain flow

  • 1.

    Northern Jiaotong University, Beijing 100044, China;

  • 2.

    Institute of Water Conservancy and Design of Jiamusi, Jiamusi 154002, China

More Information
  • Received Date: May 19, 2003
  • Revised Date: September 29, 2003
    Graphical Abstract
    • Abstract
  • In this paper,flow boundary water levels along flood embankments in flood plain reach of the Songhuajiang River are studied by the physical model. Different modeling methods to the roughness of the flood plain were used. Based on the similar model,the relationships between the water levels along the flood embankments and the discharges are measured. The experimental results show that due to the complex resistance in the reach,the water levels along the embankments are different to the levels of the main channel at the same section,and the maximum difference between the two places is 0.3 m.
    • FullText(HTML)
    • References (12)
  • [1]
    Wormleaton P R,Allen J,Hadjipanos P.Discharge assesment in compound channel flow[J].J Hyd Div,ASCE,1982,108(HY9):975-993.
    [2]
    Knight D W,Hamed M E.Boundary shear in symmetrical compound channels[J].J Hyd Engrg,ASCE,1984,110(10):1 412-1 430.
    [3]
    Pasche E,Rouve G,Evers P.Flow in compound channels with extreme flood-plain roughness[J].Proc of the 21st IAHR Congr,Melbourne,Australia,1985,2:384-389.
    [4]
    Myers W R C,Brennan E K.Flow resistance in compound channels[J].J Hydr Res,IAHR,1990,28(2):141-146.
    [5]
    Myers W R C,Knight D W,Lyness J F,et al.Resistance coefficients for inbank and overbank flows[J].Proc Instn of Civil Engineers,Water,Maritime and Energy,Paper 11 788,1999,136.
    [6]
    Knight D W,Brown F A.Resistance studies of overbank flow in rivers with sediment using the flood channel facility[J].J Hydr Res IAHR,2001,39(3):.
    [7]
    齐梅兰,王亦军.宽滩河流泄流孔径及其布置的研究[A].第13届全国水动力学研讨会论文集[C].北京:海洋出版社,1999.153-157.
    [8]
    Sofiaidis D,Prinos P.Turbulent flow in open channels with smooth and rough flood plains[J].J Hydr Res IAHR,1999,37(5):615-640.
    [9]
    Arcement,Schneider.Guide for selecting Mannings's roughness coefficients for natural channels and floodplains[J].US Geological Survey,Water supply paper.1989.
    [10]
    Petryk S,Bosmajian G.Analysis of flow through vegetation[J].J Hyd Div,1975,101(HY7):871-884.
    [11]
    Robert H J,Thomas B B,John H L.An improved method for roughening floodplains on physical river models[J].J hydr Res,2003,41(1):3-14.
    [12]
    齐梅兰.桥位选择与通航问题[A].全国水动力学研讨会论文集[C].北京:海洋出版社,1997.474-478.
    • Related Articles

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (183) PDF downloads (538) Cited by()
    Related

    Copyright © 《水科学进展》杂志社

    Organizer: Nanjing Institute of water resources, China Water Conservancy Society Address: No.34, Hujuguan, NanjingChina Pos:210024

    Tel: 025-85829770 Email: skxjz@nhri.cn

    Supported by: Beijing Renhe Information Technology Co., Ltd.    Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return