Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions1

Wadzuk, Bridget M., Matthew Rea, Gregg Woodruff, Kelly Flynn, and Robert G. Traver, 2010. Water-Quality Performance of a Constructed Stormwater Wetland for All Flow Conditions. Journal of the American Water Resources Association (JAWRA) 46(2):385-394. DOI: 10.1111/j.1752-1688.2009.00408.x Abstract: Results from a multiyear study demonstrate that a constructed stormwater wetland (CSW) improves urban stormwater runoff quality mitigating downstream impacts. Best management practices, such as CSWs, can comprehensively treat the various scales of stormwater runoff issues. Discrete sample analysis was used to investigate the CSW effect for storm events and base-flow periods on water-quality parameters [i.e., total suspended solids, total dissolved solids, total nitrogen, phosphorous (total and reactive), chloride, heavy metals (zinc, lead, and copper), and Escherichia coli]. The primary finding was that stormwater sediment load was removed through the CSW for all flow conditions during all seasons. The mechanisms responsible for the removal of suspended solids, including slower flow velocity, longer retention times, and vegetative contact, also reduced the mass of nutrients discharged downstream throughout the year. Exceedance probabilities were used to evaluate the expected pollutant reductions of nutrients and to incorporate the effect of natural flow variation on quality. Other findings included the observation that there was no significant difference in the performance of the CSW over two-year-long periods four years apart, indicating that a CSW is effective for an extended period.     

华北地区滨海湿地生态系统健康评价体系构建研究

以华北地区滨海湿地中的天津宁河七里海湿地为例,以PSR模型作为评价基础框架,运用可持续发展的理论、环境生态学、城市生态学、景观生态学等科学理论,结合社会经济资料收集、地面数据的采集与生态环境现状调查,应用层次分析法(AHP),在咨询专家意见的基础上,利用T L Saaty的标度法,构建了华北地区滨海湿地生态系统健康评价体系。体系由压力子系统、状态子系统、响应子系统构成,共筛选出三大类共计19项综合指标,其中压力指标6项、状态指标9项、响应指标4项。通过实际验证,该评价体系能客观地反映出湿地生态系统健康水平,可为环境管理部门的科学决策以及湿地的可持续发展提供技术支持,可供其他滨海地区湿地评价时参考。     

基于人类压力指数的粤港澳大湾区湿地资源分布与重要湿地识别

粤港澳大湾区拥有丰富的湿地资源,但正面临人类活动造成的环境胁迫。基于人类压力指数,结合空间自相关方法,探究大湾区湿地分布与人类压力的空间关系,以此识别出具有重要意义的湿地。结果表明：（1）大湾区湿地较多分布在珠江西岸,而城市内部的湿地较稀缺;人类压力在城际、城内各有差异,珠江东岸较西岸高;湿地分布、人类压力在空间上均具相关性。（2）筛选后的空间聚类类型对应着不同类型的湿地：重要湿地、潜在的重要湿地、非重要湿地。（3）重要湿地,人类压力较高,主要分布在城市建成区及其周边地区,需同时发挥生态和景观效益;潜在的重要湿地,人类压力较低,多分布在珠江入海口及珠江西岸;非重要湿地,零散分布在各地,容易消失。研究结论为探究人类压力影响下的湿地演变奠定基础,为保护利用湿地提供应用参考。     

城市小区分散式污水生态处理

本文针对目前我国城市集中式污水处理方法的弊端,提出将小型人工湿地运用于城市小区的污水处理,实现环境目标与经济效益的结合。     

Regional priorities for wetlands conservation in West Asia and North Africa

Though characterized by a scarcity of water, West Asia and North Africa region has a large number of wetlands of various types supporting a rich biodiversity. However, the government efforts to reverse the trend of wetlands degradation fall short of the policy goals due to various reasons. The paper outlines the priorities for wetlands conservation in the region.     

AN ILLUSTRATION OF MODEL STRUCTURE IDENTIFICATION1

ABSTRACT: The purpose of this article is to discuss the importance of uncertainty analysis in water quality modeling, with an emphasis on the identification of the correct model specification. A wetland phosphorus retention model is used as an example to illustrate the procedure of using a filtering technique for model structure identification. Model structure identification is typically done through model parameter estimation. However, due to many sources of error in both model parameterization and observed variables and data, error-in-variable is often a problem. Therefore, it is not appropriate to use the least squares method for parameter estimation. Two alternative methods for parameter estimation are presented. The first method is the maximum likelihood estimator, which assumes independence of the observed response variable values. In anticipating the possible violation of the independence assumption, a second method, which coupled a maximum likelihood estimator and Kalman filter model, was presented. Furthermore, a Monte Carlo simulation algorithm is presented as a preliminary method for judging whether the model structure is appropriate or not.     

WETLAND DESIGN METHODS FOR RESIDENTIAL WASTEWATER TREATMENT1

ABSTRACT: Constructed wetlands have recently gained popularity as an alternative method for wastewater treatment. This paper compares two design methodologies currently used for constructed wetlands; Tennessee Valley Authority (TVA) and the Environmental Protection Agency (EPA) methods. A discussion of parameters for both methods is given and a wetland treatment system is designed for an individual residence with typical BOD5 loads and flow rates. Calculation results revealed significant discrepancies in the required constructed wetlands volume, and thus detention time, stemming from inherent differences in the design methodologies. The EPA method relies heavily on plug flow kinetics, and is therefore sensitive to changes in the reaction rate constant and media porosity. Conversely, TVA determines the surface area by sizing in accordance with a recommended hydraulic loading criterion and is affected only by the hydraulic flow rates. This study concluded that a constructed wetland is a viable option under design considerations that are not favorable for traditional on-site wastewater treatment methods. However, it is recommended that conservative values for flow and loading rates be assumed to assure complete treatment for either of the design methods.     

人工湿地在污水处理中的研究进展

人工湿地作为一种新型的生态处理工艺，在生活污水处理方面得到了广泛的应用，因此，总结了人工湿地的发展及应用情况，重点回顾了一些改进方法，包括进水方式、湿地植物选择、人工基质及其在寒冷地区的应用。     

垂直流人工湿地系统对污水磷的净化效果

用煤灰渣人工土壤和风车草组成的垂直流人工湿地系统对化粪池出水中总磷和无机磷的去除率分别达到75 %— 92 %和 73%— 92 % ,其处理出水中总磷和无机磷浓度大部分低于 1mg/L ,达到了城市污水二级生化处理的二级排放标准。垂直流煤灰渣人工湿地系统对磷的去除作用主要有 :物理作用、化学吸附与沉淀作用和微生物同化作用以及植物摄取等作用 ,其对化粪池出水中总磷的去除率分别为 2 2 .8%、5 0 %— 6 5 %和 1%— 3%。     

电解强化人工湿地处理低碳氮比污水的效能及机制

针对人工湿地对低碳氮污水处理效果差这一问题,本研究构建了电解强化潮汐流人工湿地系统,通过对比电解强化前后湿地系统脱氮除磷的效果,从微生物群落结构及污染物电化学去除机制等角度揭示电解潮汐流人工湿地强化脱氮脱磷的机制.研究结果表明：电解潮汐流人工湿地对废水中NH₄⁺-N、TN和TP的去除率（分别为88.30%、82.10%和87.74%）均高于未强化的湿地系统.纯电解过程对氨氮的去除没有影响,但是对硝态氮具有还原作用.相比于未强化的湿地系统,电解潮汐流人工湿地阳极附近基质中含有更多的铁氧键、磷氧键、羟基聚合铁等含磷沉淀物,细菌群落结构更为丰富多样,异养反硝化细菌和基于氢气的自养反硝化细菌（Rhodoblastus）丰度都较高,从而实现氮磷的高效同步去除.