HYDROLOGIC DESIGN CONSIDERATIONS OF CONSTRUCTED WETLANDS FOR URBAN STORMWATER RUNOFF1

ABSTRACT: The successful design of constructed wetlands requires a continuous supply of water or vegetation that can withstand drought conditions. Having a constant water source is the best alternative to insure species diversity throughout the season. Consequently, detention structure designs should be based on times between events as well as on hydrologic return periods, since between events is when most evaporation and infiltration losses are likely to occur. In arid or semi-arid environments, this is a difficult process because of long interevent times and seasonal changes in precipitation patterns. This discussion is predicated on the assumption that phytoplankton, epiphytic algae, and emergent vegetation require moist conditions to be effective at removing nutrients, metals and other pollutants. There are drought tolerant species of vegetation that can be used in constructed wetlands but it may take several days to re-establish the attached bacteria communities necessary for optimum pollutant removal. This paper examines a stochastic framework to examine the probability of extended dry periods based on historic rainfall data. The number of consecutive dry days is selected for a specified level of assurance. By multiplying this value by the sum of daily system losses, an overall pond volume can be determined that ensures a minimum depth of water. To illustrate the utility of the approach, the method is applied to a site in Spokane, Washington.     

农业非点源控制的美国经验借鉴

我国的农业非点源污染治理正处于攻坚期,但部分政策一定程度上缺少具体执行标准和规范,难以执行到位,法律法规碎片化、分散且难以评估执行效果。本文从美国治理非点源的国际经验出发,梳理了联邦层面的法律法规、农业环境管理机构的运作形式以及州层面流域管理规划和非点源控制计划。最后,根据国际经验提出了如下建议:一是建议要求各省在农业规划中加入推进农业流域治理清单;二是建议制定流域地表水质达标规划,实现点源与非点源联合管理;三是建议形成最佳管理实践规范技术指南,并对执行者进行相应补贴,形成监管机制;四是建议建立农业绿色补贴制度,鼓励地方形成可持续的农业发展机制。     

A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control?1

Hancock, Gregory S., Jonathan W. Holley, and Randolph M. Chambers, 2010. A Field-Based Evaluation of Wet Retention Ponds: How Effective Are Ponds at Water Quantity Control? Journal of the American Water Resources Association (JAWRA) 46(6):1145–1158. DOI: 10.1111/j.1752-1688.2010.00481.x Abstract: Wet retention ponds are widely used structural stormwater best management practices (BMPs) with the primary goals of reducing peak flows and extending flow duration. Despite widespread use, few field-based studies have evaluated the success of wet retention ponds at meeting these goals. We determined pond elevation, flow rate, and pond volume over four years in five suburban watersheds in James City County, Virginia. We selected five ponds designed under regulations requiring a 24 hour inflow-to-outflow centroid lag time for a one year, 24 hour design storm. We used pressure transducers to measure pond water surface elevation at 5 min intervals, and calculated pond outflow and volume using rating curves obtained from site stormwater management plans (SWMPs). Peak inflows, peak outflows, and runoff ratios frequently exceeded SWMP calculations in measured events. Four ponds never achieved the required 24 hour inflow-to-outflow centroid lag for storms similar to the one year, 24 hour storm. These BMPs fail to achieve regulatory goals for channel protection because of regulatory loopholes, underprediction of rainfall intensity, unrealistic predictions of postdevelopment flows in SWMPs, and the inability of wet retention ponds to reduce overall runoff volume. While specific to one locality, the shortcomings highlighted suggest similar field-based assessments of retention pond performance are needed in other locations.     

A Side‐by‐Side Comparison of Pervious Concrete and Porous Asphalt1

Welker, Andrea L., James D. Barbis, and Patrick A. Jeffers, 2012. A Side‐by‐Side Comparison of Pervious Concrete and Porous Asphalt. Journal of the American Water Resources Association (JAWRA) 48(4): 809‐819. DOI: 10.1111/j.1752‐1688.2012.00654.x Abstract: This article compares the performance of two permeable pavements, pervious concrete and porous asphalt, that were installed side‐by‐side in fall 2007. Because the pavements are located directly adjacent to one another, they experience the same vehicle loads, precipitation, and pollution loads. These permeable pavements are part of an infiltration stormwater control measure (SCM). This article focuses on the comparison of water quality parameters, maintenance and durability, and user perception. Eleven different water quality parameters were analyzed at this site for 19 different storm events over a one year period: pH, conductivity, total suspended solids, chlorides, total nitrogen, total phosphorus, total dissolved copper, total dissolved lead, total dissolved cadmium, total dissolved chromium, and total dissolved zinc. Results from the two pavement types were compared using the Mann–Whitney U‐test. The only parameter that was found to be statistically different between the two pavements was pH. Periodic inspection of the two pavement types indicated that after two years of use both pavements were wearing well. However, there was some evidence of clogging of both pavements and some evidence of surface wear. A survey of users of the lot indicated that the perception of these permeable pavements was favorable.     

The use of best management practices to respond to externalities from developing shale gas resources

The public is concerned that activities accompanying hydraulic fracturing in the development of shale gas resources are unnecessarily adversely affecting them and the environment and is petitioning elected representatives to take actions to reduce risks. The health risks associated with fracturing chemicals and air pollutants are relatively unknown and constitute the impetus for public concern. An evaluation of state legal and regulatory provisions regarding best management practices discloses that states are not adopting timely regulations to protect people and the environment from activities accompanying hydraulic fracturing. Simultaneously, regulatory policy concerning negative externalities suggests that governments underinvest in the protection of human health and environmental quality. Governments have choices in protecting people from dangers that accompany shale gas development. Due to the risks of injuries and unpaid damages from shale gas development, governmental policies need to evolve to accord people greater health protection.     

Managing Manure from China’s Pigs and Poultry: The Influence of Ecological Rationality

We have investigated manure management practices at three farm scales in Chinese pig and poultry production. The concept of ecological rationality was employed to explore empirically how environmental concerns drive adoption of environmental-friendly manure management technologies at different farm scales. The more developed Rudong County in Jiangsu Province and the less developed Zhongjiang County in Sichuan Province were chosen as cases for study of 258 animal breeders. On the contrary to our hypothesis, medium-scale farmers were not always found to be laggards in adoption of manure management technologies. Government ecological rationality played a key role to induce environmental-friendly technology adoption on its own, but also in cooperation with ecologically rational individual or network drivers. Authorities no longer applied their efforts in a conventional command-and-control way, but more in the form of incentives, stimulation, and information to farmers. Individual farmers in general showed low environmental responsibility in relation to manure handling.     

基于数据库的农业非点源污染最佳管理措施效率评估工具构建

针对流域非点源污染的关键源区,配置最佳管理措施（BMPs,Best Management Practices）是非点源污染控制的有效途径.然而,受限于研究成本和不同地区自然地理条件的差异性,通过实地监测对BMPs削减效率进行评估的研究案例还不多见.多数相关研究仅关注单一类型BMPs的效率评估,使得研究成果仅仅适用于某些特定区域.对BMPs的潜在效益进行评估,可通过收集不同区域内BMPs的削减效率信息来实现.本文采用基于文献的BMPs效率评估方法,通过整理国内154篇关于BMPs研究的文献信息,建立适用于农业流域非点源污染控制的BMPs数据库.在此基础上,采用VBA（Visual Basic for Applications）和SQL（Structured Query Language）程序语言构建BMPs削减效率评估工具箱.该工具箱适用于非点源污染控制措施削减效率的评估,能够根据不同研究区特征,给出目标BMPs的污染负荷削减量,从而为BMPs的优选提供定量依据.以密云水库上游蛇鱼川小流域为案例研究区,根据该流域的非点源污染特征,对拟采用的BMPs进行评估,结果表明：草型植物篱、25 m河岸缓冲带、河岸带畜禽活动护栏以及集中放牧等措施控制效率最高.     

长期施肥措施下稻田土壤有机质稳定性研究

采用傅立叶变换红外光谱(FTIR)对典型稻田生态系统长期定位试验的土壤有机质(SOM)结构进行分析,探讨不同施肥处理下表层与深层土壤有机质的分布差异及其稳定性机制.结果表明,长期不同施肥措施下稻田表层土壤有机碳(SOC)含量以有机-无机肥配施处理最高,其中高量有机肥(HOM)、低量有机肥(LOM)和秸秆还田(STW)处理较对照(CK)处理分别增加了18.5%、12.9%和18.4%.土壤有机质的化学结构也存在一定的差异性,与CK相比,施肥处理均增加了土壤中化学抗性化合物(脂族性、芳香族)、碳水化合物以及有机硅化合物的官能团吸收强度,其中HOM、LOM和STW处理最为明显.以烷烃类化合物为例,HOM、LOM和STW处理下其吸收强度为0.30、0.25和0.29,较CK分别增加了87%、56%和81%.表层土壤有机质各官能团的吸收峰强度皆高于深层土壤,同样以HOM、LOM和STW处理的差异最显著.本研究结果揭示了长期有机-无机肥配施下对亚热带稻田土壤有机质较丰富的化学抗性官能团结构的影响,贡献于其较高的有机质含量,这也从一方面揭示了稻田土壤有机质积累的化学稳定机制.     

不同耕作方式下土壤水分状况对土壤呼吸的初期影响

以2001年在东北典型黑土上进行的保护性耕作长期定位试验下免耕、垄作及常规耕作土壤进行了室内培养实验,按照田间持水量(water-holding capacity,WHC)的30%、60%、90%、120%、150%、180%、210%、240%、270%设定了9个水分梯度,并分别对其二氧化碳(CO_2)排放量进行了22 d的短期观测,以研究不同耕作方式下土壤水分状况对土壤呼吸的初期影响.结果表明:1干土条件下在加水培养初期,3种耕作方式均产生了明显的激发效应,并且土壤呼吸速率与土壤含水量间存在正相关关系.2除干旱(30%WHC)及淹水(240%WHC、270%WHC)条件下,3种耕作方式CO_2排放通量分别为免耕垄作常规耕作.3对不同耕作方式下土壤水分状况及CO_2排放通量进行了方程拟合,在30%~270%WHC条件下,免耕的CO_2排放通量与水分状况拟合为二次回归方程,而垄作与常规耕作则是线性回归方程.在30%~210%WHC条件下,免耕与垄作下土壤CO_2排放通量与水分状况均可拟合为较好的对数方程,可决系数R~2分别为0.966、0.956.     

实践与供给：面向碳中和的需求侧解决方案

碳中和目标的提出,对中国经济系统各个层面的深刻变革提出要求。社会各界对此做出积极响应,但多以行业、技术等供给侧视角为主,需求侧减排方案未得到足够重视。中产阶级崛起和人口老龄化等社会变革,推动消费结构的转型和升级,也为碳中和目标的实现带来巨大挑战,我们亟须探索需求侧的解决方案。本文将消费行为置于社会实践的框架之中,较全面地识别了不同消费实践领域中潜在的碳减排措施。从实践与供给相结合的视角,发现我国现阶段需求侧碳减排主要面临减排实践庞杂且难管理、低碳供给不足、需求难以撬动供给变革和公众环境意识薄弱等困境和问题。最后,从构建指南、实践与供给联动、政策落地和社会规范引导文化建设等方面提出建议。