首页> 外文学位 >Constructed wetlands: Combination wastewater treatment systems design and operation.
【24h】

Constructed wetlands: Combination wastewater treatment systems design and operation.

机译:人工湿地:联合废水处理系统的设计和运行。

获取原文
获取原文并翻译 | 示例

摘要

Two constructed wetland systems, a horizontal subsurface configuration serving a single family home and a combination vertical flow/horizontal flow configuration serving a school, were evaluated for their wastewater treatment effectiveness. Treatment of nitrogen, phosphorus, biological oxygen demand and total suspended solids were evaluated within the horizontal subsurface system from 1992--1994 and within the combination system from 1992--1999. Influent NH3-N from the septic tank (59.30 mg/L) was significantly lowered (p .001) to an average of 14.73 mg/L or 75% by the one foot deep cell and to 10.66 mg/L (p .001) or 82% by the two foot deep cell. Influent TP concentration from the septic tank (6.70 mg/L) was significantly lowered (p .001) to an average of 1.34 mg/L or 80% by the one foot deep cell and to .63 mg/L (p .001) or 91% by the two foot deep cell. Influent TSS concentration from the septic tank (60.87 mg/L) was significantly lowered (p .001) to an average of 11.31 mg/L or 81% by the one foot deep cell and to 12.92 mg/L (p = .001) or 79% by the two foot deep cell. Influent BOD concentration within liquid samples from the septic tank (271.97 mg/L) was significantly lowered (p .001) to an average. of 51.80 mg/L or 81% by the 1 foot deep cell and to 24.40 mg/L (p .001) or 91% by the 2 foot cell. Another research system evaluated, the VF/HF combined constructed wetland system has provided effective wastewater treatment during the six year study. The system effectively lowered TN to a six year average value of 11.1 mg/L, an estimated 80.4% decrease; NH3-N concentrations to a six year average value of 1.11 mg/L, an estimated 917.2%; TP was lowered to a six year average of 3.8 mg/L or 53%; TSS concentration to an average of 15.59 mg/L, or 61.5% during the six years evaluated; and effectively lowered BOD to an average six year concentration of 4.9 mg/L or 97%. Design and treatment performance information gained from these two installations was used to design and install a combination vegetated sand filter/constructed wetland to treat and recycle domestic wastewater for toilet flush and landscape irrigation.
机译:对两个人工湿地系统进行了评估,以评估其废水处理效果,其中一个水平水平地下结构为一个家庭提供服务,一个垂直流量/水平流组合为一所学校提供服务。在1992--1994年的水平地下系统和1992--1999年的组合系统中,对氮,磷,生物需氧量和总悬浮固体的处理进行了评估。来自化粪池的进水NH3-N(59.30 mg / L)被一英尺深的池显着降低(p <.001)至平均14.73 mg / L或75%,降至10.66 mg / L(p <.001)。 001)或82%的深度(两英尺深)。一只化粪池将化粪池的进水TP浓度(6.70 mg / L)显着降低(p <.001)至平均1.34 mg / L或80%,降至0.63 mg / L(p <。 001)或两英尺深的单元格占91%。来自一只化粪池的化粪池的进水TSS浓度(60.87 mg / L)显着降低(p <.001)至平均11.31 mg / L或81%,降至12.92 mg / L(p = .001) )或两英尺深的单元格占79%。化粪池液体样品中的进水BOD浓度(271.97 mg / L)显着降低(p <.001)至平均值。 1英尺深单元为51.80 mg / L或81%,而2英尺单元为24.40 mg / L(p <.001)或91%。经评估的另一个研究系统,VF / HF组合人工湿地系统在六年研究期间提供了有效的废水处理。该系统有效地将总氮降低至六年平均值11.1 mg / L,估计降低了80.4%; NH3-N浓度达到六年平均值1.11 mg / L,估计为917.2%;总磷降至六年平均值3.8 mg / L或53%;在所评估的六年中,TSS浓度平均为15.59 mg / L,或61.5%;有效地将BOD降低至六年平均浓度4.9 mg / L或97%。从这两个安装中获得的设计和处理性能信息用于设计和安装组合式植物滤砂器/人工湿地的组合,以处理和循环利用生活污水进行厕所冲水和景观灌溉。

著录项

  • 作者

    House, Claude Halford.;

  • 作者单位

    North Carolina State University.;

  • 授予单位 North Carolina State University.;
  • 学科 Environmental Sciences.; Engineering Environmental.
  • 学位 Ph.D.
  • 年度 1999
  • 页码 114 p.
  • 总页数 114
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 环境科学基础理论;环境污染及其防治;
  • 关键词

  • 入库时间 2022-08-17 11:48:03

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