期刊文献+

基于水力模型的深层调蓄隧道系统提标方案优化

Optimization of Upgrading and Reconstruction Plan of Drainage System of Deep Tunnel Based on Hydraulic Model
下载PDF
导出
摘要 《上海市城镇雨水排水规划(2020-2035年)》规划新建苏州河深层排水隧道工程,服务苏州河沿线25个排水系统,实现防汛能力提高和污染物减排的双重目标。以芙蓉江排水系统为例,针对不同的规划方案,以排水管网水力模型为研究工具,分析不同方案中各接入口的服务范围以及积水面积、积水路段等指标。结果表明,接入口位置对深隧提标功能的发挥影响显著,制定方案时应力求各接入口服务范围相对均匀。制定方案时,可利用水力模型工具分析不同位置接入口的实际服务面积,同时,根据不同指标分析各方案的提标效果,提出推荐方案以实现工程目标,并发挥最大工程效益。研究成果可应用于深层调蓄隧道规划方案设计,研究思路也可为类似工程的方案制定提供有益参考。 Shanghai Urban Raimvater Drainage Plan(2020-2035)plans to build a new Suzhou River deep drainage tunnel project to serve 25 drainage systems along Suzhou River,achieving the dual goals of improving flood control capacity and reducing pollutant emissions.This study took Furongjiang drainage system as an example.According to different planning schemes,hydraulie model of drainage pipe network was used as a research tool to analyze the service scope of each inlet in different schemes,as well as water pooling area and stagnant water section of different schemes.Results showed that the location of access port had a significant impact on function of deep tunnel to improve the standard.W hen formulating the plan,service range of each access port should be relatively uniformn.When formulating a plan,hydraulie model tools could be used to analyze actual service area of access points at different lo-cations,and at the same time,to analyze the effect of each plan according to different indicators,and to propose a recommended plan to achieve project goal and maximize project benefits.Results of this research can be applied to planning scheme design of deep stor-age tunnels,and research ideas can also provide a useful reference for formulation of similar projects.
作者 孙如驭 沈庆然 时珍宝 SUN Ruyu;SHEN Qingran;SHI Zhenbao(Shanghai Bibo Water Design and Research Center,Shanghai 200011,China)
出处 《净水技术》 CAS 2021年第S01期332-337,共6页 Water Purification Technology
基金 上海市水务局科研项目(沪水科2015-3,沪水科2017-06) 上海市科学技术委员会资助项目(19DZ1204501) 水体污染控制与治理科技重大专项(2013ZX07304-003-06)。
关键词 深层调蓄隧道 排水系统提标 接入口 方案优化 积水指标 deep storage tunnel drainage system upgrade inlet solution optimization water pooling index
  • 相关文献

参考文献6

二级参考文献60

  • 1张大伟,赵冬泉,陈吉宁,王浩正,王浩昌.芝加哥降雨过程线模型在排水系统模拟中的应用[J].给水排水,2008,34(S1):354-357. 被引量:99
  • 2冯沧,李田.地下排水管道流量检测技术进展[J].给水排水,2007,33(5):115-118. 被引量:8
  • 3黄金良,杜鹏飞,何万谦,欧志丹,王浩昌,王志石.城市降雨径流模型的参数局部灵敏度分析[J].中国环境科学,2007,27(4):549-553. 被引量:80
  • 4Benven K, Binley A. 1992. The future of distributed models: Model calibration and uncertainty prediction [ J ]. Hydrological Processes, 6:279-298.
  • 5Benven K, Freer J. 2001. Equifinality, data assimilation and uncertainty estimation in mechanistic modeling of complex environmental systems using the GLUE methodology [ J ]. Journal of Hydrology, 249 : 11-29.
  • 6Breysse D, Vasconcelos E, Schoefs F. 2007. Management strategies and improvement of performance of sewer networks [ J ]. ComputerAided Civil and Infrastructure Engineering, 22:462-477.
  • 7Digitalwater.2008.数字排水平台功能与专业应用模式简介[OL].2010-03-03.http://www.digitalwater.cn.
  • 8Francos A, Elorzab F J, Bouraouia F, et al. 2003. Sensitivity analysis of distributed environmental simulation models: understanding the model behaviour in hydrologieal studies at the catchment seale [ J 1. Reliab Eng Syst Safe, 29(2) : 205-218.
  • 9Jacquin A P, Shamseldin A Y. 2009. Sensitivity analysis of Takagi-Sugeno-Kang rainfall-runoff[ J]. Hydrol Earth Syst Sci, 13:41-55.
  • 10Nash J E, Sutcliffe J V. 1970. River flow forecasting through conceptual models, Pare 1: A discussion of principles [ J ]. Jounal of Hydrology, 10:282-290.

共引文献139

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部