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CONVENTIONAL VS LOW IMPACT DEVELOPMENT STORMWATER MANAGEMENT CASE STUDIES

机译:传统与低影响力开发案例管理案例研究

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Low Impact Development (LID) Stormwater Management (SWM) techniques is the appropriate approach to be applied to site developments in an attempt to mimic a site's natural hydrologic cycle to store and treat stormwater runoff close to where it falls. In 2014, the UTRCA conducted a survey of member municipalities to gauge a familiarity with SWM LIDs to help UTRCA effectively target their efforts regarding SWM LID during a development and planning process at the Municipal level. Several issues were highlighted from the survey results, including the presence of institutional, technical, and physical barriers, as well as a general lack of awareness and knowledge about LID. The survey helped UTRCA effectively target efforts on the implementation SWM LIDs in the watershed. The UTRCA initiated pilot projects in the watershed with the help of proponents. This paper discusses two case studies, implementing the new LID approach, a private condominium development in Ingersoll and a brownfield site in Chatham Ontario. Both projects were designed comparing conventional SWM and SWM LIDs from project inception and design to final implementation. The two projects are within the Thames River watershed which has been identified as one of the watersheds contributing to the Lake Erie Algae Bloom. The SWM LIDs in the Thames River watershed will reduce phosphorous loading of the Thames River and will improve the quality of runoff. The site in Ingersoll is approximately 1.31 ha (3.24 Ac.) in area which is being developed as a private condominium development consisting block townhouse structures totaling 41 units. SWM LID and over control of the sites stormwater runoff under the 250- year post-development conditions to the 2-year pre-development conditions was managed using SWM LIDs features known as bioswales and raingardens. The cost savings were approximately 41%, in addition two additional units that were able to be built as a result of the additional area made available by eliminating a conventional stormwater management pond on the site. The brownfield site in Chatham is approximately 0.43 ha (1.06 Ac.) in area and was converted to a 27 stall parking lot with rain-garden type presentation. SWM LID and control of the sites stormwater runoff under the 100- year post-development conditions to the 5-year pre-development conditions was managed using SWM LIDs features known as bioswales and raingardens. The SWM LIDs considered, on the sites, will slow down the runoff, reducing its velocity and providing appropriate plantings for nutrient uptake whereby helping improve the water quality while controlling the runoff quantity and mimicking the hydrological cycle on the site as much as possible. In both cases the Municipalities had revised intensity-duration curves to address the effects of climate change on new and existing infrastructure. At the Ingersoll site the external storm sewer, providing a stub for servicing to the site and downstream conveyance sewers, were designed many years earlier without the current knowledge and impact of climate change. The result is existing sewers typically are unable to meet the capacity requirements. The SWM LID design option was able to minimize the input onto the existing sewer system eliminating the need to increase the size of the conveyance sewers. The existing LTVCA parking lot in Chatham had its parking lot catch basins and collection storm sewer discharging to an existing 150mm combined sewer service into the city sewer. The new parking lot design eliminated this storm connection and separated it to discharge directly to the Thames River after filtering through proposed LID features. This reduces the amount of water that discharges to the combined sewer providing greater capacity and reduces the I & I to be treated at the wastewater treatment plant. The cost comparison between conventional SWM and SWM LID approaches for the projects highlight the benefits SWM LIDs can have as a potential savings. SWM LIDs offer many benefits when compared with conventional such as environmental benefits through water quality and quantity control, a potential reduction on the capacity requirement on existing infrastructure. New construction typically results in a loss of vegetative cover and drainage capacity. The conventional systems use storm sewers and detention ponds which can impact water quality and water quantity. Also, the conventional conveyance and disposal disrupts the natural hydrologic cycle. The pilot projects in the Thames River will help in educating the public with a hopeful result of policy change and will improve quality of runoff in the Thames River watershed.
机译:低影响开发(LID)雨水管理(SWM)技术是一种适用于场地开发的适当方法,旨在模仿场地的自然水文循环来存储和处理接近其下落的雨水径流。 2014年,UTRCA对成员城市进行了一项调查,以评估对SWM LID的熟悉程度,以帮助UTRCA在市政一级的开发和规划过程中有效地针对SWM LID开展工作。调查结果突出了几个问题,包括存在体制,技术和物理障碍,以及普遍缺乏对LID的认识和知识。该调查帮助UTRCA有效地将目标对准在分水岭上实施SWM LID的目标。 UTRCA在支持者的帮助下在流域启动了试点项目。本文讨论了两个案例研究,分别是实施新的LID方法,Ingersoll的私人公寓开发项目以及安大略省Chatham的棕地项目。从项目开始和设计到最终实施,两个项目的设计都比较了传统的SWM和SWM LID。这两个项目位于泰晤士河流域内,该流域已被确认为促成伊利湖藻类绽放的流域之一。泰晤士河流域的SWM LID将减少泰晤士河的磷负荷,并改善径流质量。 Ingersoll的用地面积约为1.31公顷(3.24英亩),该地区正在开发为私人公寓开发项目,包括总共41个单位的联排别墅结构。 SWM LID和在开发后250年至开发前2年的条件下对雨水径流站点的过度控制是通过使用SWM LIDs功能(称为生物流和雨水花园)来进行的。节省了约41%的成本,此外,由于消除了现场的常规雨水管理池而增加了面积,因此又可以建造两个额外的单元。查塔姆的棕地场地面积约为0.43公顷(1.06英亩),已转换为27个失速的停车场,带有雨花园类型的展示。 SWM LID和在开发后100年到开发前5年的条件下对雨水径流站点的控制是通过使用SWM LIDs功能(称为生物交换和雨水花园)来进行的。在现场考虑的SWM LID将减缓径流,降低其流速,并为养分吸收提供适当的播种面积,从而帮助改善水质,同时控制径流量并尽可能模拟现场的水文循环。在这两种情况下,市政府都修改了强度-持续时间曲线,以解决气候变化对新基础设施和现有基础设施的影响。在英格索尔(Ingersoll)站点,外部雨水管道是为该站点和下游输送污水管道提供服务的存根,其设计早于多年前就没有了气候变化的最新知识和影响。结果是现有的下水道通常无法满足容量要求。 SWM LID设计选项能够最大程度地减少对现有下水道系统的投入,而无需增加输送下水道的尺寸。查塔姆(Chatham)的现有LTVCA停车场将其停车场集水区和收集雨水管道排放到现有的150毫米组合下水道服务中,进入城市下水道。新的停车场设计消除了这种暴风雨的连接,并通过提议的LID功能过滤后将其分离,直接排入泰晤士河。这减少了排放到联合下水道的水量,从而提供了更大的容量,并减少了废水处理厂要处理的I&I。项目的常规SWM和SWM LID方法之间的成本比较突出了SWM LID作为潜在的节省所能带来的好处。与传统的SWM LID相比,SWM LID具有许多优势,例如通过水质和水量控制带来的环境优势,以及对现有基础设施容量要求的潜在降低。新建筑通常会导致植被覆盖和排水能力的损失。常规系统使用雨水管道和滞留池,这会影响水质和水量。而且,常规的运输和处置破坏了自然水文循环。泰晤士河上的试点项目将有助于对公众进行教育,带来政策改变的希望,并将改善泰晤士河流域的径流质量。

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