澳大利亚新南威尔士州的单地块现场滞留要求及其与整体雨水管理的关系

Marlène van der Sterren , Ataur Rahman
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引用次数: 5

摘要

城市发展的雨水径流需要加以控制,以尽量减少其对接收水的质量和水动力学的影响。澳大利亚在源头上引入了整体管理策略和处理,以减轻城市发展对水道的径流影响。市议会、发展商、工业和集水区管理公司采用传统的雨水水质和水量控制,以及水敏城市设计原则,有助减轻这种影响。根据当地议会的要求,地块规模(再)开发可能包括一个雨水罐、一个现场滞留(OSD)系统,可能还有一个渗透或生物滞留系统,溢出物将排放到现有的排水系统中。本文认为,独立设计这些系统可能会导致过度设计,增加开发成本。本文考虑了雨水储罐对大规模排水的影响,以及对OSD系统设计的影响。这项在西悉尼进行的主要研究表明,在规划开发控制要求实施雨水管理以确保径流流量不会因开发而增加的情况下,如果将雨水罐安装在与OSD相同的地点并连接到多个最终用途,则可以减少OSD设计。这种系统组合可以在雨水储罐中包含长达1年的平均复发间隔(ARI)径流,从而显着减少OSD体积和孔口尺寸。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Single lot on site detention requirements in New South Wales Australia and its relation to holistic storm water management

Storm water run-off from urban developments need to be controlled to minimize its impacts on the quality and hydrodynamics of receiving waters. Holistic management strategies and treatment at the source have been introduced in Australia to mitigate the effects of run-off from urban developments on waterways. The adoption of conventional storm water quality and quantity controls and Water Sensitive Urban Design (WSUD) principles by councils, developers, industry and catchment managers assist in mitigating this impact.

Pending on local council requirements, lot scale (re)development may include a combination of a rainwater tank, an On Site Detention (OSD) system and possibly an infiltration or bio-retention system, with overflows discharging to the existing drainage systems. It is argued in this paper that designing these systems independently may result in over-design, increasing development costs. This paper considers the effect of rainwater tanks on water quantity discharges on a lot scale, and how this can affect the design of OSD systems.

This major research study, conducted in Western Sydney, indicated that where planning development controls require that storm water management be implemented to ensure run-off flow rates do not increase as a result of the development, a reduction can be applied to the OSD design, if a rainwater tank is installed on the same site as the OSD and is connected to multiple end-uses. This combination of systems can contain up to the 1-year Average Recurrence Interval (ARI) runoff in the rainwater tanks, thereby significantly reducing the OSD volume and orifice size.

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