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首页> 外文期刊>Transactions of the ASABE >EVALUATING POTENTIAL IMPACTS OF ON-SITE WASTEWATER TREATMENT SYSTEMS ON THE NITROGEN LOAD AND BASEFLOW IN STREAMS OF WATERSHEDS IN METROPOLITAN ATLANTA, GEORGIA
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EVALUATING POTENTIAL IMPACTS OF ON-SITE WASTEWATER TREATMENT SYSTEMS ON THE NITROGEN LOAD AND BASEFLOW IN STREAMS OF WATERSHEDS IN METROPOLITAN ATLANTA, GEORGIA

机译:评估就地处理系统对佐治亚州大都市亚特兰大流域氮含量和基流的潜在影响

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On-site wastewater treatment systems (OWTSs) are widely used in the Piedmont and Blue Ridge of the Southeastern U.S. for domestic wastewater treatment. OWTSs often are considered consumptive water use and can be potential sources of nitrogen (N) pollution for streams. This region heavily depends on surface waters for its water supply; therefore, the impact of OWTSs on surface water quality and quantity must be determined. The overall objective of this study was to determine the impact of OWTSs on the N load and baseflow in streams of watersheds in metropolitan Atlanta, Georgia. This article presents results of the differences in the N load and baseflow as well as other water quality indicators, such as specific conductance (SC) and chloride (Cl-), in streams of watersheds impacted by high-density (HDS) and low-density (LDS) OWTSs. Synoptic samples and discharge measurements of 24 watersheds were taken under baseflow conditions in November 2011, March 2012, July 2012, and November 2012. Mean baseflow measurements in November 2011, March 2012, and November 2012 were not statistically different between watersheds and showed no relationship with OWTS density within the watershed, but July 2012 measurements were significantly higher in the HDS watersheds and increased linearly with increasing OWTS density. SC and Cl- concentrations increased linearly with increasing OWTS density within the watershed, and nitrate (NO3-) concentrations increased linearly with increasing OWTS density above a threshold of about 100 OWTS per km(2). Results suggest a potential increase in baseflow because of the presence of OWTS effluent, which may offset the effects of impervious surfaces and maintain baseflow during drought conditions. Results also indicate a positive correlation between NO3- concentration and OWTS density within the watershed above a density of about 100 OWTSs per km(2). This study showed that OWTSs have potential positive and negative impacts on the water quality and quantity in watersheds of the Piedmont and Blue Ridge. It provides data that may be used to inform users as well as watershed planners about the potential influence of OWTSs on the N load and baseflow in streams based on the OWTS density within a watershed
机译:现场废水处理系统(OWTS)在美国东南部的皮埃蒙特和蓝岭地区广泛用于家庭废水处理。 OWTS通常被认为是消耗水,可能是河流中氮(N)污染的潜在来源。该地区的供水严重依赖地表水。因此,必须确定OWTS对地表水水质和水量的影响。这项研究的总体目标是确定OWTS对乔治亚州亚特兰大都市流域河流中氮负荷和基流的影响。本文介绍了受高密度(HDS)和低密度(HDS)影响的流域河流中氮负荷和基流以及其他水质指标(例如比电导(SC)和氯化物(Cl-))差异的结果。密度(LDS)OWTS。在2011年11月,2012年3月,2012年7月和2012年11月的底流条件下对24个集水区进行了天气概况和流量测量。2011年11月,2012年3月和2012年11月在各流域之间的平均基流测量值在统计上没有差异,并且没有关系流域内的OWTS密度,但2012年7月HDS流域的测量值明显更高,并且随着OWTS密度的增加呈线性增加。流域内OWTS密度的增加使SC和Cl-浓度呈线性增加,而当OWTS密度超过每公里约100 OWTS的阈值时,硝酸盐(NO3-)浓度呈线性增加(2)。结果表明,由于存在OWTS流出物,基流可能增加,这可能抵消不透水表面的影响并在干旱条件下保持基流。结果还表明,在每公里约100 OWTSs的密度之上,流域内的NO3-浓度与OWTS密度之间呈正相关(2)。这项研究表明,OWTS对皮埃蒙特和蓝岭流域的水质和水量具有潜在的正面和负面影响。它提供的数据可用于根据分水岭内的OWTS密度通知用户和分水岭规划者OWTS对河流中N负荷和基流的潜在影响

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