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Storm Water Infiltration in Sandy Clay Soils: A Case Study of Storm water Retention and Infiltration Techniques in the North Carolina Piedmont

机译:沙质粘土中的雨水入渗:以北卡罗莱纳州皮埃蒙特的雨水滞留和入渗技术为例

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As developers and regulators alike struggle with increasing pressure to protect our streams and water quality, the perceived lack of sufficient data supporting the merits of storm water infiltration in sandy clay substrate is currently limiting its use.As much as sixty-five percent of the total impervious cover over America's landscape consists of streets, parking lots, and driveways. The estimated growth of paved areas nationally is 250 square miles per year. Runoff from unit area of pavement is approximately ten to twenty-five times greater than the runoff from a unit area of grass. In urban areas, thirty to forty percent of the rainfall runs directly into the nearest stream, hi heavily urbanized areas, such as central business districts, precipitation run-off can be more than fifty percent. Compare this to the amount of runoff from woodlands, which is often less than five percent.Mitigating environmental damage caused by impervious pavements can be successful and economical. Lost ecological functions due to impervious pavements include retention and infiltration. Storm water infiltration is a critical ecological function within the hydrologic cycle intrinsic to the health, welfare and safety of our potable water supply. Infiltration reduces flooding, recharges our ground water and generates stream base flows during periods of limited precipitation. Infiltration is a quantifiable process that follows the basic laws of physics. Infiltration is not a new concept. In fact the basic principle governing flow in homogeneous porous media, Darcy's Law, was formulated in1856. The model typically used today in quantifying infiltration, the Green-Ampt equation, was formulated in 1911.Two case studies will be presented, showcasing design and implementation of two projects in Mecklenburg County. Mecklenburg County is located in the Piedmont Geographic Region and the Charlotte Belt Geologic Region of North Carolina. According to the Natural Resource Conservation Service (formally the Soil Conservation Service), 64% of Mecklenburg County's land area is composed of sandy clay soils in hydrologic group B. These soils vary in composition of clay, silt and sand that typically fall in the range of 30% clay. They have infiltration rates that vary from 1.5 cm/hr to 5 cm/hr. The soils observed on the sites of the two case studies presented here are in the Cecil and Cecil-Urban series, which compose approximately 59% of the Mecklenburg County land area.
机译:由于开发商和监管机构相似地争取了越来越大的压力来保护我们的流和水质,因此缺乏足够的数据支持砂土基材中的雨水渗透的优点。目前限制了其使用。 在美国景观中的总不受不透水覆盖率的六十五个百分之一包括街道,停车场和车道。铺砌地区的估计增长全国每年250平方英里。从单位路面区域的径流大约比草坪区域区域的径流大约十到二十五倍。在城市地区,三十到四十五十个降雨直接进入最近的溪流,嗨大量城市化的地区,如中央商业区,降水径流可能超过50%以上。将此与林地的径流量进行比较,往往往往小于5%。 减轻了不受防寒路面造成的环境损害可以成功且经济。由于不透水的路面导致的生态功能包括保留和渗透。雨水渗透是水文循环内的关键生态功能,其饮用水供应的健康,福利和安全性。渗透减少洪水,在有限的降水期间再充电并产生流碱流。渗透是一种可量化的过程,遵循物理学的基本定律。渗透不是一个新的概念。事实上,制定了均质多孔媒体的基本原则,达西法律,制定了 1856.在1911年制定了今天在量化渗透,绿色AMPT方程时使用的模型。 将提出两项案例研究,展示了梅克伦堡县两个项目的设计和实施。 Mecklenburg County位于皮埃蒙特地理区和北卡罗来纳州夏洛特腰带地质地区。根据自然资源保护服务(正式的土壤保护服务),64%的梅克伦堡县的土地面积由水文组B中的沙质粘土土壤组成。这些土壤在粘土的组成中变化,通常在范围内落下的粘土,淤泥和沙子。 30%的粘土。它们的渗透率从1.5厘米/小时到5cm / hr之间变化。这里展示的两种案例研究的遗址观察到的土壤是塞西尔和塞西尔城系列,占梅克伦堡县土地面积约59%。

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