A distributed simulation model of water quality and storm water using PWRIM and SWMM in combined sewer pipe systems
A distributed simulation model of water quality and storm water using PWRIM and SWMM in combined sewer pipe systems
批准号:
10650541
负责人:
WATANABE Masahiro
金额:
$1.73万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1998
资助国家:
日本
项目状态:
已结题
起止时间:
1998 至 1999
中文摘要
在日本,由于合流下水道系统的溢流,包括城市河流在内的受纳沃茨的水质逐年恶化。因此,必须迅速制定适当的反措施,以减轻溢出。为了实现这一目标,本文研究了一种实用的分布式水质和暴雨径流模拟模型,该模型能够精确地模拟明渠和满负荷水流以及管道系统中径流水质的时空变化。被转换成分布式仿真模型。其次,将PWRI模型与LATERAL模型相结合,利用分布式模型可以精确地模拟有超载的暴雨径流和合流制排水系统中径流水质的时空变化,并可用于评价各种减少CSO措施的效果。最后,将模型应用于一个真实的城市流域,通过实测径流量与模拟径流量的对比,考察了模型的适应性。结果表明:(1)在现阶段,观测结果与模拟结果的一致性还不充分;(2)模拟模型可以很好地再现受流量调节影响的污染物径流特性;(3)模拟模型可以用来检验缓解CSO的对策的有效性。
英文摘要
Owing to overflows from combined sewer pipe systems, water quality of receiving waters, including urban rivers, in Japan, has become worse year by year. Therefore, appropriate counter-measures that can mitigate the overflows must be developed promptly. In order to achieve this, a practical distributed simulation model of water quality and storm water runoff is investigated, which can simulate precisely both open-channel and surcharged flows and a temporal and spatial variation of runoff-water quality in the pipe systems.In this research, first PWRI Model, which is a lumped simulation model and was developed by the Public Works Research Institute, Japan, was transformed into a distributed simulation model. Second, PWRI Model was combined with LATERAL Model : these distributed models can simulate precisely storm water runoff with surcharge and a temporal and spatial variation of runoff-water quality in combined sewer pipe systems ; the models can be employed to evaluate the efficiency of various counter-measures that are designed to reduce CSOs and installed in the sewer pipe systems. Finally, the models were applied to a real urban drainage basin, and the adaptability of the models was investigated on the basis of the comparisons of observed and simulated runoff results. As a result, the following were pointed out (1) the agreement between the observed and simulated results, at this stage, is not necessarily adequate throughout the comparisons ; (2) the simulation model can reproduce well the runoff characteristics of pollutants influenced by flow regulations ; (3) the simulation model can be used to examine the efficiency of counter-measures mitigating CSOs.
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渡辺政広: "合流式下水道流域における雨天時汚濁負荷流出の分布型非定常解析モデル"環境工学研究論文集. 35. 73-84 (1998)
Masahiro Watanabe:“联合污水流域雨天污染负荷径流的分布式非稳态分析模型”环境工程研究杂志35。73-84(1998)。
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渡辺政広: "都市下水道管渠システムの雨水流出モデル"雨水技術資料. 31. 37-42 (1998)
Masahiro Watanabe:“城市下水道系统的雨水径流模型”雨水技术数据 31. 37-42 (1998)。
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Watanabe, M., Y. Kobayashi, T. Fujisawa and R. Hokazono: "A practical runoff model of water quality and storm water with flow regulations in combined sewer pipe system"Proc.The Eighth Int.Conf.On Urban Storm Drainage. Vol.4. 1583-1588 (1998)
Watanabe, M., Y. Kobayashi, T. Fujisawa 和 R. Hokazono:“水质和雨水的实用径流模型以及组合下水道管道系统中的流量调节”Proc.第八届城市雨水排水国际会议。
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W.Watanabe: "Pressure-Relaxation Function of Manhole for Surcharged Flow in Sewer Pipe Systems"Proceedings of the Third International Conference on Hydroinformatics. 239-246 (1998)
W.Watanabe:“下水道管道系统超载流量人孔的压力释放功能”第三届国际水文信息学会议论文集。
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渡辺政広: "都市域における雨天時汚濁負荷流出の分布型非定常解析モデル"愛媛大学工学部紀要. 18. 305-317 (1999)
Masahiro Watanabe:“城市地区雨天污染负荷径流的分布式非稳态分析模型”爱媛大学工学部通报18. 305-317(1999)。
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