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Modeling Impervious Area Disconnection with SWMM

机译:用SWMM建模不透水区域断开

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Given careful design and measures to improve soil infiltration, remarkable results can be obtained from disconnecting runoff, even with relatively small receiving areas. Improving soil infiltration with deep tillage and incorporation of compost is well documented in the agricultural literature. The combination of disconnection with improved soils has considerable promise as an effective Green Infrastructure control.The effects of impervious area disconnection were modeled on an office/commercial complex with 67% impervious cover. The perimeter of the site is graded as a gently sloping biofiltration swale. Flush curbs and bumper blocks provide sheet flow conditions to the shallow sides of the swales Runoff from office building roofs sheet flow toward shallow lawn inlets. These inlets discharge directly into the bottom of the swales, as does the runoff from the commercial building roof. Given shallow side slopes and flat bottoms, nearly the entire area of the swales is wetted, providing as much wetted area as possible.PCSWMM was used to compare three different scenarios: Full Disconnection at 1.0 in/hr. K_sat, compared to Full Disconnection at 0.25 in/hr. K_sat and No Disconnection at 1.0 in/hr. K_sat. The 1.0 in/hr. Ksat represents improved soils, while 0.25 in/hr. K_sat represents typical soils with turf management. The No Disconnection Alternative represents the typical direct manifold of roof leaders and storm drains. The swales were modeled as trapezoidal conduits placed inside the swale subcatchments to represent the time lag that occurs at low flow depths in biofiltration swales. The following results were obtained for the 2005 design year:Scenario: Nonel.O Full0.25 Fulll.OMaximum Outflow (cfs): 10.72 8.342 6.089Mean Outflow (cfs): 0.01391 0.005505 0.002007Total Outflow (ft3): 438,700 173,600 63,300The effects of disconnection onto improved soils are considerable. Annual runoff volume is reduced by 86%, while the volume of exceedance over 0.05 cfs/acre is reduced by 81%. Both the number and duration of exceedances are reduced by 92%. It is also instructive to see how disconnection can perform in the unimproved soils. As may be expected, the results are worse, but still remarkable. The annual runoff volume is reduced by 60%, while the volume of exceedance over 0.05 cfs/acre is reduced by 50%. The number of exceedances is reduced by 77%, while the duration is reduced by 71%.
机译:通过精心设计和改善土壤入渗的措施,即使在接收面积相对较小的情况下,也可以通过断开径流获得显着结果。在农业文献中已充分证明了通过深耕和掺入堆肥来改善土壤的渗透。断开连接与改良土壤的结合具有作为有效的绿色基础设施控制的巨大希望。 防渗区断开的影响是在办公室/商业综合体中进行的,其防渗层为67%。该地点的周长被分级为缓坡生物滤池。齐平的路缘石和保险杠块为office流径的浅侧提供了水流条件,这些水流从办公楼屋顶流向浅草坪入口。这些入口直接排放到沼泽的底部,而从商业建筑屋顶流出的径流也是如此。给定较浅的侧坡和平坦的底部,几乎将整个沼泽区域都弄湿了,从而提供了尽可能多的弄湿区域。 PCSWMM用于比较三种不同的情况:1.0 in / hr的完全断开连接。 K_sat,与0.25 in / hr的完全断开相比。 K_sat和1.0 in / hr时无断开。 K_sat。 1.0英寸/小时。 Ksat代表改良的土壤,而0.25 in / hr。 K_sat代表使用草皮管理的典型土壤。 “无断开连接替代方案”代表屋顶引导装置和雨水渠的典型直接汇流排。将沼泽建模为放置在沼泽子汇水面积内的梯形导管,以表示在生物滤池沼泽中低流量深度时发生的时间滞后。 2005年设计年度获得了以下结果: 场景:Nonel.O Full0.25 Fulll.O 最大流出量(cfs):10.72 8.342 6.089 平均流出量(cfs):0.01391 0.005505 0.002007 总流出量(ft3):438,700 173,600 63,300 断开连接到改良土壤上的影响是相当大的。年度径流量减少了86%,而超过0.05 cfs /英亩的超出部分减少了81%。超出数量和持续时间均减少了92%。观察在未经改良的土壤中如何进行断开连接也很有启发性。可以预期,结果较差,但仍然很显着。年径流量减少了60%,而超过0.05 cfs /英亩的超出部分减少了50%。超出次数减少了77%,持续时间减少了71%。

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