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Urban watershed redevelopment: Design scenarios for reducing phosphorus pollution from stormwater in Boston's Charles River basin, USA.

机译:城市流域重建:美国波士顿查尔斯河流域减少雨水磷污染的设计方案。

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摘要

This study examines potential improvements to water quality in urban rivers resulting from the use of stormwater treatment landscapes---specifically, detention ponds and biofiltration cells---on a watershed scale. The 2007 Charles River Phosphorus TMDL requires 65% reduction of phosphorus (P) loading to the river from urban land uses. Two ∼200-acre urban case study sites in Boston's lower Charles River basin were modeled, using WinSLAMM (the Source Loading and Management Model for Windows) to characterize the P-reduction of various detention pond and biofiltration cell (biofilter) arrangements within the sites.;The research goals were to evaluate the effects on water quality (P-reduction) associated with (A) percent cover of a site by detention ponds or biofilters and (B) configurations (numbers/sizes) of ponds/biofilters, and to (C) develop and analyze alternative conceptual stormwater plans for the study sites, based on the modeling results. Stormwater landscape configurations ranged from "consolidated" to "dispersed" across the study sites.;Modeling indicated that both placement and area of stormwater treatment landscapes are important. With 10% pond coverage across either site, the 65% P-removal target was only met when runoff from an entire site entered detention ponds. Similar P-reduction levels were achieved using few (4-5) large ponds (consolidated arrangements) or many (29-40) smaller ponds (dispersed arrangements). A single very large pond placed at either site's outfall achieved the P-removal goal with only 5% total pond coverage, i.e. less surface area than other pond arrangements. Modeling for numerous tiny biofilters on each site showed greater P-removal when no "underdrains" were present than when these drainage pipes were used. Without underdrains, P-removal differed little between the two sites and between using larger (435 ft2) and smaller (200 ft2) biofilters. The modeling results were meshed with on-site land use patterns and societal goals (e.g., pedestrian circulation, recreation, aesthetics, existing redevelopment proposals) to produce and compare several alternative stormwater plans for each site.;This research demonstrates that the Charles River Phosphorus TMDL is attainable with realistic allocations of area for stormwater treatment. Indeed, stormwater landscape designs in urban settings can create community parks and pedestrian networks, while also improving downstream water quality.
机译:这项研究研究了在分水岭规模上使用雨水处理景观(特别是滞留池和生物滤池)对城市河流水质的潜在改善。 2007年的查尔斯河磷TMDL要求将城市土地利用减少到河流中的磷(P)含量减少65%。使用WinSLAMM(Windows的源代码加载和管理模型)对波士顿查尔斯河下游流域的两个200英亩的城市案例研究站点进行了建模,以表征站点内各种滞留池和生物滤池(生物滤池)布置的P减少研究目标是评估对水质的影响(减少P),与(A)滞留池或生物滤池的覆盖率和(B)池塘/生物滤池的配置(数量/大小)有关,以及(C)根据建模结果制定和分析研究地点的替代性概念雨洪计划。整个研究地点的雨水景观配置范围从“合并”到“分散”。模型表明,雨水处理景观的位置和面积都很重要。由于任一站点的池塘覆盖率均为10%,只有当整个站点的径流进入拘留池时,才能达到65%的P去除目标。使用少量(4-5个)大型池塘(合并布置)或许多(29-40个)较小的池塘(分散布置)可实现类似的P降低水平。在任一站点的出口处放置一个非常大的池塘,仅将池塘总覆盖率提高了5%,即比其他池塘布置的表面积要少,从而达到了除磷的目标。当不存在“底流”时,与使用这些排水管相比,在每个站点上对许多微型生物过滤器进行建模显示出更大的除磷效果。在没有暗流的情况下,两个站点之间以及使用较大的生物过滤器(435平方英尺)和较小的生物过滤器(200平方英尺)之间的P去除差异很小。建模结果与现场土地使用模式和社会目标(例如,行人通行,娱乐,美学,现有的重建建议)相结合,以生成并比较每个站点的几种替代雨水计划。;该研究表明,查尔斯河磷矿通过实际分配雨水处理区域可以实现TMDL。实际上,城市环境中的雨水景观设计可以创建社区公园和行人网络,同时还可以改善下游水质。

著录项

  • 作者单位

    Harvard University.;

  • 授予单位 Harvard University.;
  • 学科 Biology Ecology.;Landscape Architecture.;Engineering Civil.;Environmental Sciences.
  • 学位 D.Des.
  • 年度 2009
  • 页码 453 p.
  • 总页数 453
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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