| 再论航道整治线宽度与整治水位的确定 |
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| 引用本文： | 唐存本,贡炳生,左利钦.再论航道整治线宽度与整治水位的确定[J].水运工程,2010(3). |
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| 作者姓名： | 唐存本 贡炳生 左利钦 |
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| 作者单位： | 1. 南京水利科学研究院,江苏,南京,210029
2. 东南大学,江苏,南京,210096 |
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| 摘 要： | 在"河床断面法"的基础上提出进一步绘制整治水位与整治线宽度关系曲线的方法,简称B-Z曲线,从而得到整治线宽度与整治水位的相关关系,以求二者的统一.此方法体现了航道整治线宽度与整治水位的统一的互补关系,改变了以往研究中二者分别确定的模式.尤其是在人类活动对通航河流影响较大的今天,该方法具有明显的优点.
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| 关 键 词： | 整治参数 整治水位 整治线宽度 河床断面法 |
Further study on regulated width and regulated water stage |
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| TANG Cun-ben,GONG Bing-sheng,ZUO Li-qin.Further study on regulated width and regulated water stage[J].Port & Waterway Engineering,2010(3). |
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| Authors: | TANG Cun-ben GONG Bing-sheng ZUO Li-qin |
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| Institution: | TANG Cun-ben1,GONG Bing-sheng2,ZUO Li-qin1(1.Nanjing Hydraulic Research Institute,Nanjing 210029,China,2.Southeast University,Nanjing 210096,China) |
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| Abstract: | A method unifying the regulated width and regulated water stage,i.e.B-Z curve method,is proposed on the basis of thechannel bed section methodfor determining the relation curve based onchannel bed section method. This method has obvious advantages. |
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| Keywords: | regulation parameters regulated water stage regulated width channel bed section method |
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