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基于绕行系数的明渠输水工程生产桥优化布置决策模型

李霞 李少鹏 顾光富 秦丽娟 任喜龙

南水北调与水利科技2016,Vol.14Issue(6):154-158,5.
南水北调与水利科技2016,Vol.14Issue(6):154-158,5.DOI:10.13476/j.cnki.nsbdqk.2016.06.026

基于绕行系数的明渠输水工程生产桥优化布置决策模型

Decision-making model of optimal layout based on detouring coefficient for connection bridge in open channel water diversion project

李霞 1李少鹏 1顾光富 2秦丽娟 3任喜龙4

作者信息

  • 1. 河北工业大学土木与交通学院,天津300401
  • 2. 河北省水利水电勘测设计研究院,天津300250
  • 3. 河北美术学院,石家庄050700
  • 4. 中水北方勘测设计研究有限责任公司,天津300222
  • 折叠

摘要

Abstract

The connection bridge spacing will influence the water conveyance capacity of the middle route of South‐to‐North Wa‐ter Transfer .Therefore ,reasonable layout of the cross ditch bridge for residents on both sides should not only ensure the chan‐nel capacity but also cater for the daily needs of the residents at both sides .On the basis of the layout rationality analysis for the middle route of the South‐to‐North Water Diversion project ,this paper presented general principles of optimal layout about con‐nection bridge on long distance open channel .And then ,taking into account the influence of different characteristics of bridge spacing on channel capacity ,the maximum distance of the cross ditch bridge was obtained combining with the longest tolerable detouring distance for residents ,the connection bridge layout alternatives were drawn up ,the layout decision model for selecting the site of connection bridges was established based on the principle of minimum synthetic detouring coefficient ,and eventually the final specific location was determined .In the end ,the method was applied to the case of the middle route of South‐to‐North Water Transfer (from Beijing to Shijiazhuang) ,which was proved satisfying .Decision‐making model of layout scheme ,based on the principle of minimum synthetic detouring coefficient ,has suitable and extensive application in site optimization of the con‐nection bridge on long distance water transfer channel .

关键词

明渠输水工程/生产桥/输水能力/最大绕行距离/绕行系数

Key words

open channel water diversion project/connection bridge/water conveyance capacity/longest tolerable detouring dis-tance/detouring coefficient

分类

交通运输

引用本文复制引用

李霞,李少鹏,顾光富,秦丽娟,任喜龙..基于绕行系数的明渠输水工程生产桥优化布置决策模型[J].南水北调与水利科技,2016,14(6):154-158,5.

基金项目

河北省教育厅项目(ZC2016126) FundFund of Hebei Province Department of Education ()

南水北调与水利科技

OA北大核心CSCDCSTPCD

2096-8086

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