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南流江合浦城区河段防洪设计洪水分析
引用本文:梁祖武.南流江合浦城区河段防洪设计洪水分析[J].红水河,2010,29(5):84-87.
作者姓名:梁祖武
作者单位:广西玉林水利电力勘测设计研究院,广西玉林537000
摘    要:通过南流江干流各水文站基本资料统计分析,对历史洪水调查、文献资料考证及洪水成因和特性了解,利用常乐水文站、文利站实测水位流量资料推算常乐水文站、周江口设计洪水成果,根据河道实测断面和常乐水文站设计洪峰流量相应水位,推算总江口~常乐站水面线,并分析计算防洪设计洪水及成果合理性论证,为合浦城区防洪工程设计提供可靠依据。

关 键 词:水文站  防洪  设计洪水  洪峰  分析  水面线

Design Flood Analysis for Flood Control of the Reach of the Nanliu River in Hepu
LIANG Zu-wu.Design Flood Analysis for Flood Control of the Reach of the Nanliu River in Hepu[J].Hongshui River,2010,29(5):84-87.
Authors:LIANG Zu-wu
Affiliation:LIANG Zu-wu(Guangxi Yulin Investigation and Design Institute of Water Conservancy and Electric Power,Yulin 537000)
Abstract:Cause and characteristics of flood are learnt through analysis on basic data of hydrologic stations on main stream of the Nanliu River,historical flood investigation and literature study.Design flood results of Changle Hydrologic Station and the estuary of the Zhoujiang River are derived from observed water level and flow data of Changle Hydrologic Station and Wenli Hydrologic Station. Water surface profile from the estuary of the Zongjiang River to Changle Hydrologic Station is calculated on the basis of measured river channel profile and water level equivalent to design flood peak discharge of the station.Design flood and its results for flood control are demonstrated to be rational,providing reliable reference for the design of flood control works in Hepu.
Keywords:hydrologic station  flood control  design flood  flood peak  analysis  water surface profile
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