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Modeling potential vadose-zone transport of nitrogen from onsite wastewater systems at the development scale

机译:在开发规模上模拟现场废水系统中氮在渗流区的潜在迁移

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Water in the urban front-range corridor of Colorado has become an increasingly critical resource as the state faces both supply issues as well as anthropogenic degradation of water quality in several aquifers used for drinking water. A proposed development (up to 1100 homes over two quarter-quarter sections) at Todd Creek, Colorado, a suburb of Westminster located about 20 miles northeast of Denver, is considering use of onsite wastewater systems (OWS) to treat and remove domestic wastewater. Local health and environmental agencies have concerns for potential impacts to local water quality. Nitrogen treatment in the vadose zone and subsequent transport to ground water at a development scale is the focus of this investigation. The numerical model HYDRUS 1D was used, with input based on site-specific data and several transport parameters estimated from statistical distribution, to simulate nitrate concentrations reaching ground water. The model predictions were highly sensitive to mass-loading of nitrogen from OWS and the denitrification rate coefficient. The mass loading is relatively certain for the large number of proposed OWS. However, reasonable values for the denitrification rate coefficients vary over three orders of magnitude. Using the median value from a cumulative frequency distribution function, based on rates obtained from the literature, resulted in simulated output nitrate concentrations that were less than 1% of regulatory maximum concentrations. Reasonable rates at the lower end of the reported range, corresponding to lower 95% confidence interval estimates, result in simulated nitrate concentrations reaching groundwater above regulatory limits.
机译:由于科罗拉多州既面临着供水问题,也面临着人为饮用水中若干蓄水层的水质退化问题,科罗拉多州城市前廊的水已成为越来越重要的资源。在丹佛东北约20英里处的威斯敏斯特郊区,科罗拉多州Todd Creek的一项拟议开发项目(在两个季度季度中最多可容纳1100户房屋)正在考虑使用现场废水处理系统(OWS)来处理和去除生活污水。当地卫生和环境机构担心对当地水质的潜在影响。渗流区的氮处理以及随后以发展规模向地下水的运输是本研究的重点。使用数值模型HYDRUS 1D,并根据特定地点的数据和根据统计分布估算的几个运输参数输入,以模拟到达地下水的硝酸盐浓度。该模型预测对OWS中氮的质量负荷和反硝化率系数高度敏感。对于大量提议的OWS,质量负载相对确定。然而,反硝化率系数的合理值在三个数量级上变化。根据从文献中获得的比率,使用累积频率分布函数的中值,得出的模拟输出硝酸盐浓度小于规定最大浓度的1%。所报告范围的下限的合理比率(对应于95%的置信区间估计值较低)导致模拟硝酸盐浓度达到地下水的监管限值以上。

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