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Effects of suburban development on runoff generation in the Croton River basin, New York, USA

机译:美国纽约州巴豆河流域郊区发展对径流产生的影响

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The effects of impervious area, septic leach-field effluent, and a riparian wetland on runoff generation were studied in three small (0.38-0.56 km(2)) headwater catchments that represent a range of suburban development (high density residential, medium density residential, and undeveloped) within the Croton River basin, 70 km north of New York City. Precipitation, stream discharge, and groundwater levels were monitored at 10-30 min intervals for 1 year, and stream water and groundwater samples were collected biweekly for delta(18)O, NO3- and SO42- analysis for more than 2 years during an overlapping period in 2000-2002. Data from 27 storms confirmed that peak magnitudes increased and recession time decreased with increasing development, but lags in peak arrival and peak discharge/mean discharge were greatest in the medium density residential catchment, which contains a wetland in which storm runoff is retained before entering the stream. Baseflow during a dry period from Aug. 2001-Feb. 2002 was greatest in the high-density residential catchment, presumably from the discharge of septic effluent through the shallow groundwater system and into the stream. In contrast, moderate flows during a wet period from Mar.-Aug. 2002 were greatest in the undeveloped catchment, possibly as a result of greater subsurface storage or greater hydraulic conductivity at this site. The mean residence time of baseflow was about 30 weeks at all three catchments, indicating that human influence was insufficient to greatly affect the groundwater recharge and discharge properties that determine catchment residence time. These results suggest that while suburban development and its associated impervious surfaces and storm drains accelerate the transport of storm runoff into streams, the combined effects of remnant natural landscape features such as wetlands and human alterations such as deep groundwater supply and septic systems can change the expected effects of human development on storm runoff and groundwater recharge. (c) 2005 Elsevier B.V. All fights reserved.
机译:在代表郊区发展范围(高密度住宅,中密度住宅)的三个小型(0.38-0.56 km(2))源水集水区,研究了不透水区,化粪池渗滤液和河岸湿地对径流产生的影响。 (尚未开发)),位于纽约市以北70公里的巴豆河盆地内。每隔10-30分钟监测一次降水,溪流排放和地下水水平,为期1年,并且每两周收集一次溪流水和地下水样品,进行2年以上的delta(18)O,NO3-和SO42-分析,两次重叠2000年至2002年。来自27次暴风雨的数据证实,随着发展的增加,峰值强度增加,衰退时间减少,但是在中等密度的居民流域,峰值到达和峰值流量/平均流量的滞后最大,该地区包含一个湿地,进入进入该区域之前,其雨水径流得以保留。流。 2001年8月至2月的干旱期间的底流。 2002年是高密度住宅集水区中最大的一年,大概是化粪池污水通过浅层地下水系统排入河流的结果。相比之下,3月至8月的潮湿季节流量适中。在未开发的流域,2002年是最大的,可能是由于该地点地下存储量更大或水力传导率更高。在所有三个流域,基流的平均停留时间约为30周,这表明人为影响不足以极大地影响确定流域停留时间的地下水补给和排放特性。这些结果表明,尽管郊区发展及其相关的不透水面和雨水渠加速了雨水径流向河流的输送,但自然景观的遗留特征(如湿地)和人类改变(如深层地下水供应和化粪池系统)的综合作用可以改变预期的结果。发展对暴雨径流和地下水补给的影响。 (c)2005 Elsevier B.V.版权所有。

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