[1]杨秋侠,杜 娴,杜 珊.场地平土和雨水管网的综合优化设计[J].西安建筑科技大学学报:自然科学版,2012,44(02):238-243.[doi:10.15986/j.1006-7930.2012.02.015]
　YANG Qiu-xia,DU Xian,DU Shan.The integrated optimal design for ground leveling and layout of rainwater pipe[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2012,44(02):238-243.[doi:10.15986/j.1006-7930.2012.02.015]
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场地平土和雨水管网的综合优化设计()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
44
期数:
2012年02期
页码:
238-243
栏目:
出版日期:
2012-04-30

文章信息/Info

Title:
The integrated optimal design for ground leveling and layout of rainwater pipe
文章编号:
1006-7930(2012)02-0238-06
作者:
杨秋侠1; 杜 娴2; 杜 珊3
(1.西安建筑科技大学土木工程学院,陕西 西安 710055;2.中国煤炭科工集团武汉设计研究院,湖北 武汉 430064; 3.中冶南方工程技术有限公司,湖北 武汉 430064)
Author(s):
YANG Qiu-xia1; DU Xian2; DU Shan3
(1.Xian University of Architecture and Technology, Xian 710055, China; 2.Wuhan Design &Research Institute of China Coal Technology & Engineering Group, Wuhan 430064, China; 3.WISDRI Engineering & Research Incorporation Limited, Wuhan 430064,China)
关键词:
场地平土; 雨水管网布置; 综合优化; 分步优化
Keywords:
ground leveling;  layout of rainwater pipe;  integrated design;  stepwise design
分类号:
TU 992.24
DOI:
10.15986/j.1006-7930.2012.02.015
文献标志码:
A
摘要:
通过寻求最小土石填挖量的场地标高和坡度设计,在满足土石填挖平衡的基础上,分析了场地平土的优化设计.同时在给定场地坡度的前提下,分析了雨水管网的布置,得出最优的管线布置.其次,将场地平土和雨水管网布置结合起来,在统一考虑场地平土坡度对平土费用和雨水管网布置费用影响的基础上,得出了二者总体费用最小的综合优化模型.最后,通过实例与分步设计方案费用的比较,证实了该综合优化模型的有效性
Abstract:
This paper firstly investigates the elevation and slope for ground leveling with minimal volume of filling-digging rock-soil. Considering the balance between filling and digging, the optimal design of ground level is proposed. Given the slope of ground, the layout of rainwater pipe is to calculate the optimal pipe diameter, pipe slope and buried depth to make the investment cost minimal. Typically, the design procedures above are stepwise implemented with individual cost minimal. In this paper, the ground leveling and rainwater pipe layout are simultaneously considered to get a minimal total cost, and an integrated model is presented for the vertical layout of rainwater pipe network. Finally, the illustrated example verifies the efficiency of the proposed integrated model

参考文献/References:

[1] 杨秋侠?张彦青.场地平土标高的优化[J].工程勘察,2009(8):72-75.
YANG Qiu-xia,ZHANG Yan-qin.The optimization of site leveling[J].Geotechnical Investigation & Surveying,2009(8):72-75.
[2] 杨秋侠.场地管线综合设计[M].北京:北京建材工业出版社,2005.
YANG Qiu-xia.Design of Complex Pipeline for Site[M].China Building Material Industry Publishing House,2005.
[3] 周王文.赵洪宾.排水管网理论与计算[M].北京:中国建筑工业出版社,2000.
ZHOU Wang-wen,ZHAO Hong-bin.Theories and Calculations of Urban Drainage Network[M].BeiJing:China Architecture & Building Press,2000.
[4] 朱家松,龚健雅,郑皓.遗传算法在管网优化设计中的应用[J].武汉大学学报,2003(3):363-367.
ZHU Jia-song,GONG Jian-ya,ZHEN Hao.Application of Genetic Algorithm to Water Distribution System Design Optimization[J].Engineering Journal of Wuhan University,2003(3):363-367.
[5] 薛福连.厂区雨水管道系统的设计[J].化工设计,2005,15(2):24-25.
XUE Fu-lian.Design of Rain Water Pipeline in Plant Area[J].Chemical Engineering Design,2005,15(2):24-25.
[6] 王 磊,张宗国,吕 谋.蚁群算法在雨水管道系统优化设计中的新尝试[J].青岛理工大学学报,2007(1):61-64.
WANG Lei,ZHANG Zong-guo,Lv Mou.Application of ant colony algorithm on optimized design for drainage systems[J].Journal of Qingdao Technological University,2007(1):61-64.
[7] 江伟民.市政管线综合设计与研究[J].市政技术,2008(4):273-276.
JIANG Wei-min.Comprehensive Design and Research of Municipal Pipeline[J].Municipal Engineering Technology,2008(4):273-276.
[8] 于世艳,马洪滨,何 群.综合管线节点竖向分析系统的研究与实现[J].测绘与空间地理信息,2007(2):131-134.
YU Shi-yan,MA Hong-bin,HE Qun.Research and Realization of Vertical Analysis System of the Synthesis Pipelines Node[J].Geomatics & Spatial Information Technology,2007(2):131-134.

备注/Memo

备注/Memo:
收稿日期:2011-06-23 修改稿日期:2012-03-29
基金项目:陕西省教育厅资助项目(11JK0892)
作者简介:杨秋侠(1970-),女,陕西人,副教授,博士,从事交通运输规划与管理的教学和科研工作.
更新日期/Last Update: 2015-09-01