首页> 外文期刊>Water, Air, and Soil Pollution >Modeling Onsite Wastewater Treatment Systems in a Coastal Texas Watershed
【24h】

Modeling Onsite Wastewater Treatment Systems in a Coastal Texas Watershed

机译:德克萨斯州沿海流域的现场废水处理系统建模

获取原文
获取原文并翻译 | 示例
           

摘要

Onsite wastewater treatment systems (OWTSs) are commonly used to treat domestic wastewater in the Dickinson Bayou watershed, located between Houston and Galveston. The Dickinson Bayou is classified as "impaired" by the Texas Commission on Environmental Quality due to high levels of indicator bacterium, Escherichia coli. Failing OWTSs in the watershed are possible sources for the impairment of the bayou. Nearly all of the watershed is at risk to failing OWTSs due to high water table and clay content in the soil. The HYDRUS modeling software for water and solute flow through variably saturated media was used to simulate the performance of (1) conventional OWTSs, (2) aerobic treatment units (ATUs) with spray distribution, and (3) mounded OWTSs under conditions indicative of the Dickinson Bayou watershed. The purpose of the study was to simulate system performance under existing conditions. Simulation results indicated that both the conventional and ATU systems fail due to effluent ponding and E. coli transport to the land surface due to high water tables and clay soils in the watershed. Simulations indicated that conventional and ATU systems failed when rainfall intensity was greater than 0.25 cm/h. However, themodel simulations indicatemound systems did not fail under existing conditions as they did not allow E. coli to reach the surface or ponding to occur. Consequently, mound systems can be considered as better systems in this watershed to minimize bacterial loadings.
机译:现场废水处理系统(OWTS)通常用于处理位于休斯敦和加尔维斯顿之间的Dickinson Bayou流域的生活废水。得克萨斯州环境质量委员会将迪金森·巴尤归类为“受损”,原因是指示菌大肠杆菌含量很高。流域中未成功的OWTS可能是造成bayou受损的原因。由于地下水位高和土壤中的粘土含量高,几乎所有流域都面临着OWTS失效的风险。使用HYDRUS建模软件对水和溶质通过可变饱和介质的流动进行仿真,以模拟(1)常规OWTS,(2)带有喷雾分布的好氧处理单元(ATU)和(3)土墩式OWTS在指示以下条件的条件下的性能迪金森巴尤分水岭。研究的目的是在现有条件下模拟系统性能。仿真结果表明,常规系统和ATU系统都由于污水积聚和高地下水位和流域中的黏土而导致大肠杆菌向陆地表面的运输而失败。仿真表明,当降雨强度大于0.25 cm / h时,常规系统和ATU系统都将失败。但是,模型仿真表明,堆土系统在现有条件下不会发生故障,因为它们不允许大肠杆菌到达水面或发生积水。因此,土墩系统可以被认为是该流域中更好的系统,以最大程度地减少细菌负荷。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号