An innovative rainwater system as an effective alternative for cubature retention facilities

IF 0.7 Q4 MECHANICS Studia Geotechnica et Mechanica Pub Date : 2021-12-01 DOI:10.2478/sgem-2021-0037
Patrycja Stanowska, J. Dziopak, D. Słyś, M. Starzec
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引用次数: 4

Abstract

Abstract The paper focuses on the possibilities of rainwater flow control in an innovative rainwater system which is equipped with a retention canals system. Sewage retention canal is a modern solution that provides effective retention of excess rainwater by using a capacity of sewer pipes and manholes. The retention is possible by using special damming partitions which have flow openings. The hydraulic working of the traditional rainwater system and the innovative rainwater system were compared with each other. The analysis was based on the results obtained from simulations using hydrodynamic modeling. Maximum possible values of rainwater outflow intensity from outlet nodes for the traditional rainwater system and the innovative rainwater system were discussed. On the basis of the analysis it was shown that the innovative rainwater system outweighs the classic rainwater one. It discharges two functions: transports and simultaneously retains excess rainwater in canals.
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一种创新的雨水系统作为容积保留设施的有效替代方案
摘要:本文重点研究了一种新型雨水系统中雨水流量控制的可能性,该系统配备了截流渠系统。污水截留渠是一种现代化的解决方案,通过使用污水管道和沙井的容量,有效地截留多余的雨水。保留是可能的,通过使用特殊的堰隔板有流动开口。对传统雨水系统和创新雨水系统的水力工作进行了比较。该分析是基于利用水动力模型模拟得到的结果。讨论了传统雨水系统和创新雨水系统出口节点的最大流出强度可能值。在分析的基础上表明,创新的雨水系统优于传统的雨水系统。它有两个功能:运输和同时保留运河中多余的雨水。
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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