几种挺水植物净化生活污水总氮和总磷效果的研究

研究了石菖蒲、灯心草和蝴蝶花3种不同植被系统、基质为河砂的潜流型人工湿地净化生活污水总氮和总磷的效果,并同无植被系统、相同基质的潜流型人工湿地净化效果进行了比较,结果表明:在较低浓度范围里无植被的人工湿地和3种有植被的人工湿地对污水中总氮有较好的去除作用,随着污水中总氮浓度的增加,虽然无植被的人工湿地和有植被的人工湿地去除总氮的效果均有下降的趋势,但有植被的人工湿地仍然能维持较高的总氮去除水平,无植被的人工湿地总氮去除效果则下降较快。在有植被的人工湿地中,以石菖蒲植被人工湿地氮素净化能力最强,其次为灯心草和蝴蝶花,这与植被自身吸收同化污水中氮素水平以及植物根系微生物作用有关。对于污水中总磷的去除,本研究中由于污水中磷素浓度较低,无植被和有植被的人工湿地对污水中磷素均有很好的去除作用,没有明显差异,但不同的植物体中磷素仍有明显的吸收同化富集现象,其中石菖蒲吸收同化磷素能力最强,其次为蝴蝶花和灯心草,植被在人工湿地系统中对于污水中总氮和总磷的去除起着重要的作用。     

极浅型潜流人工湿地用于污水处理和风沙土改良的中试研究

[目的]就利用极浅型潜流人工湿地同步处理污水和改良风沙土的可行性进行中试,为后续相关工程的设计、建设和运行提供科学依据。[方法]以污水处理厂初沉池出水为原水,以取自毛乌素沙漠的风沙土为湿地填料,以高羊茅、黑麦草和狗牙根为湿地栽培植物,研究并分析湿地对水中污染物的去除效果和在风沙土的富集特征。[结果]经过15个月的运行,各湿地对污水中COD,TN以及TP的平均去除率分别高于原土68.75%,70.09%和62.74%。运行完毕后,各湿地风沙土较原土有机质、全氮含量显著增加(p0.05),全磷含量虽呈增加趋势但增幅不显著(p0.05),其中风沙土有机质、全氮及全磷含量分别较原土增加了10.64~18.77,8.74~13.98,0.34~0.55倍。[结论]利用极浅型潜流人工湿地同步处理污水和改良风沙土可行。它既能高效净化污水,又可快速提升风沙土的生产力。     

潜流人工湿地对畜禽养殖废水的净化效果

为了提高潜流人工湿地对畜禽养殖废水中污染物的去除效果,该试验通过改变湿地内部结构构建了4个潜流人工湿地单元,选用灰砖块和碎石做湿地填料,冬夏季轮作栽培齿果酸模和大狼把草,考察湿地运行期间对厌氧消化后猪场废水的净化效果。结果表明：湿地单元经过80 d的启动,运行稳定,有植物湿地比无植物对照湿地提前10 d左右进入稳定期。运行期间,各湿地单元对废水中氨氮（ammonia nitrogen,NH4+-N）、总氮（total nitrogen, TN）、总磷（total phosphorus,TP）和化学需氧量（chemical oxygen demand,CODCr）的去除率与气温变化均呈现显著线性正相关。在水力停留时间（hydraulic retention time,HRT）为4 d,进水中CODCr、NH4+-N、TN、TP浓度分别为520、110、120、10 mg/L左右时,4个湿地单元对CODCr、TP的去除率分别在60%和70%以上,对NH4+-N和TN的去除率分别为28%～67%和32%～58%,植物对CODCr及TP去除的贡献分别稳定在10%和4%左右,植物对氮的去除效果受气温影响较大,夏季对NH4+-N和TN去除的贡献分别可达13%和12%。与一般潜流人工湿地比较,改进的波形潜流人工湿地对NH4+-N、TN和CODCr的平均去除率提高均在3%以上,对TP去除效果差异不显著（P＞0.05）。该研究可为构建大规模的潜流人工湿地处理畜禽养殖废水提供理论依据和技术支持。     

4种湿地植物的生理性状对人工湿地床设计的影响

野外调查分析了4种常见湿地植物的最长根长,根系体积,植物密度,植株的氮、磷和锌含量等对人工湿地去除污染物、人工湿地设计和人工湿地使用寿命的影响。结果表明,最长根长以美人蕉为最长（43.73cm）,芦苇其次（32.50cm）,黄花鸢尾最短（12.57cm）;根系体积以美人蕉最大（66.72cm^3）,芦苇其次（17.42cm^3）,黄花鸢尾最低（4.70cm^3）;密度以芦苇最高（257株·m^-2）,美人蕉其次（61株·m^-2）,茭白最低（54株·m^-2）;单位面积上芦苇、美人蕉、茭白和黄花鸢尾地上部分生物量分别是4.27、2.12、0.94和0.78kg·m^-2。相应地,单位面积上植物地上部分对氮、磷和锌的吸收量以芦苇最高,美人蕉其次,黄花鸢尾最低。不同植物对人工湿地的使用寿命没有显著影响,但植物的最长根长和密度可作为人工湿地基质深度设计和植物数量配置的依据。     

Wetland Simulation Model for Nitrogen, Phosphorus, and Sediments Retention in Constructed Wetlands

Steamboat Creek, Washoe County, Nevada, is considered the most polluted tributary of the Truckee River, therefore the reduction of nutrients from the creek is an important factor in reducing eutrophication in the lower Truckee River. Restoration of the wetlands along the creek has been proposed as one method to improve water quality by reducing nutrient and sediments from non-point sources. This study was aimed to design a simulation model wetlands water quality model (WWQM) that evaluates nitrogen, phosphorus, and sediments retention from a constructed wetland system. WWQM is divided into four submodels: hydrological, nitrogen, phosphorus, and sediment. WWQM is virtual Visual Basic 6.0 program that calculates hydrologic parameters, nutrients, and sediments based on available data, simple assumptions, knowledge of the wetland system, and literature data. WWQM calibration and performance was evaluated using data sets obtained from the pilot-scale constructed wetland over a period of four and half years. The pilot-scale wetland was constructed to quantify the ability of the proposed wetland system for nutrient and sediment removal. WWQM simulates nutrient and sediments retention reasonably well and agrees with the observed values from the pilot-scale wetland system. The model predicts that wetlands along the creek will remove nitrogen, phosphorus, and sediments by 62, 38, and 84 %, respectively, which would help to reduce eutrophication in the lower Truckee River.     

Best management practices for forested wetlands in the Southern Appalachian Region

Forestry best management practices (BMPs) have been developed for all of the states included in the Southern Appalachian Region (Alabama, Georgia, Kentucky, North Carolina, South Carolina, Tennessee, Virginia, West Virginia). All of the state forestry BMPs were developed to reduce nonpoint source pollution from forestry operations. However, the states have developed BMPs that differ substantially with regard to methodology, particularly for forested wetlands. The state BMP guidelines vary in several major areas, including wetland types, BMP manual detail, streamside management zones, harvesting operations, site preparation operations, regeneration systems, road construction, and timber removal activities. An understanding of the similarities and differences between the state BMP guidelines will allow the forested wetland manager to comply with or improve upon existing forestry BMPs for wetlands.     

19种湿地植物对铜、铬、镍吸收与分配的差异

An experiment was carried out to investigate the variations in metal uptake and translocation among 19 wetland plant species in small-scale plots of constructed wetland using artificial wastewater containing 2.0 mg L^-1 copper (Cu), 1.0 mg L^-1 chromium (Cr), and 2.0 mg L^-1 nickel (Ni). More than 97% of Cu, Cr, and Ni were removed from the wastewater by the wetland plant species. There were more than 100-fold differences in the metal accumulation and more than ten-fold differences in the metal concentrations among the 19 plant species. These plants accumulated as high as 8.8% of Cu, 20.5% of Cr, and 14.4% of Ni when they were grown in the wetland soaked with the wastewater. Several plant species were found to be highly capable of accumulating one, two or all the three metals. The results indicated considerable variations in the metal removal abilities through phytoextraction among the 19 wetland plant species. It can be concluded that the selection of appropriate plant species in constructed wetland can be crucial for the improvement of metal removal efficiency of the wetland system.     

Treatment Efiiciencies of Constructed Wetlands for Eutrophic Landscape River Water

The efficiencies of two types of constructed wetlands for the treatment of low-concentration polluted eutrophic landscape river water were studied in the western section of the Qingyuan River at the Minhang campus of Shanghai Jiaotong University. The first wetland was a single-stage system using gravel as a filtration medium, and the second was a three- stage system filled with combinations of gravel, zeolite, and fly ash. Results from parallel operations of the wetlands showed that the three-stage constructed wetland could remove organics, nitrogen, and phosphorus successfully. At the same time, it could also decrease ammoniacal odour in the effluent. Compared to the single-stage constructed wetland, it had better nutrient removal efficiencies with a higher removal of 19.37%-65.27% for total phosphorus （TP） and 21.56%- 62.94% for total nitrogen （TN）, respectively, during the operation period of 14 weeks. In terms of removal of chemical oxygen demand （COD）, turbidity, and blue-green algae, these two wetland systems had equivalent performances. It was also found that in the western section of the test river, in which the two constructed wetlands were located, the water quality was much better than that in the eastern and middle sections without constructed wetland because COD, TN, and TP were all in a relatively lower level and the eutrophication could be prevented completely in the western section.     

两种人工湿地处理富营养化景观水体的性能对比研究

The efficiencies of two types of constructed wetlands for the treatment of low-concentration polluted eutrophic land-scape river water were studied in the western section of the Qingyuan River at the Minhang campus of Shanghai Jiaotong University. The first wetland was a single-stage system using gravel as a filtration medium, and the second was a three-stage system filled with combinations of gravel, zeolite, and fly ash. Results from parallel operations of the wetlands showed that the three-stage constructed wetland could remove organics, nitrogen, and phosphorus successfully. At the same time, it could also decrease ammoniacal odour in the effluent. Compared to the single-stage constructed wetland, it had better nutrient removal efficiencies with a higher removal of 19.37%-65.27% for total phosphorus (TP) and 21.56%-62.94% for total nitrogen (TN), respectively, during the operation period of 14 weeks. In terms of removal of chemical oxygen demand (COD), turbidity, and blue-green algae, these two wetland systems had equivalent performances. It was also found that in the western section of the test river, in which the two constructed wetlands were located, the water quality was much better than that in the eastern and middle sections without constructed wetland because COD, TN, and TP were all in a relatively lower level and the eutrophication could be prevented completely in the western section.     

丛枝菌根真菌（AMF）提高人工湿地去污能力及运行稳定性的潜力分析

目前人工湿地在污水处理中的应用日益广泛,围绕丛枝菌根真菌（arbuscular mycorrhiza fungi,AMF）对提高人工湿地除磷、除氮、降解有机物以及运行稳定性等方面的潜力进行了评述,同时结合当前AMF研究现状,针对如何使AMF在人工湿地中发挥最优作用,从人工湿地的类型、运行方式、植物种类、菌种组成及污水水质与湿地基质等5个方面进行了系统分析。     

Constructed wetlands for the treatment of organic pollutants

Background  Constructed wetlands (wetland treatment systems) are wetlands designed to improve water quality. They use the same processes that occur in natural wetlands but have the flexibility of being constructed. As in natural wetlands vegetation, soil and hydrology are the major components. Different soil types and plant species are used in constructed wetlands. Regarding hydrology surface flow and subsurface flow constructed wetlands are the main types. Subsurface flow constructed wetlands are further subdivided into horizontal or vertical flow. Many constructed wetlands deal with domestic wastewater where BOD and COD (Biochemical and Chemical Oxygen Demand respectively) are used as a sum parameter for organic matter. However, also special organic compounds can be removed. Objective  The objectives are to summarise the state-of-the-art on constructed wetlands for treatment of specific organic compounds, to the present the lack of knowledge, and to derive future research needs. Methods  Case studies in combination with a literature review are used to summarise the available knowledge on removal processes for specific organic compounds. Results and Discussion  Case studies are presented for the treatment of wastewaters contaminated with aromatic organic compounds, and sulphonated anthraquinones, olive mill wastewater, landfill leachate, and groundwater contaminated with hydrocarbons, cyanides, chlorinated volatile organics, and explosives. In general the removal efficiency for organic contaminants is high in all presented studies. Conclusion  Constructed wetlands are an effective and low cost way to treat water polluted with organic compounds. There is a lack of knowledge on the detailed removal pathways for most of the contaminants. Removal rates as well as optimal plant species are substance-specific, and also typically not available. If a constructed wetland provides different environmental conditions and uses different plant species the treatment efficiency can be improved. Recommendations and Outlook  There is a great need to lighten the black box ‘constructed wetland’ to obtain performance data for both microbial activity and the contribution of the plants to the overall removal process. Also genetic modified plants should be considered to enhance the treatment performance of constructed wetlands for specific compounds.     

利用有机覆盖物处理的人工湿地外排焦化废水研究

[目的]为进一步降低污染物浓度,提高钢铁企业水资源循环利用率。[方法]采用水平潜流人工湿地处理外排焦化废水,通过监测分析进出水中浊度、化学需氧量(COD),总氮(TN)和总磷(TP)含量,探讨冬季人工湿地植物层不添加及添加有机覆盖物对钢铁企业外排焦化废水净化水平的影响。[结果]在低温季节,水力停留时间为5d时,不添加有机覆盖物人工湿地对外排焦化废水浊度,COD,TN和TP的平均去除率分别为68.55%,14.94%,14.20%和71.26%;添加有机覆盖物人工湿地对外排焦化废水浊度、COD,TN和TP的平均去除率分别为72.54%,21.62%,20.50%和71.88%;有机覆盖膜的保温作用使得COD去除率升幅达44.68%,TN去除率升幅达44.45%。[结论]在植物层添加有机覆盖物作为保温材料,可以提高人工湿地在低温条件下的净化效率。     

环境流体动力学模拟优选人工湿地设计中隔板湿地长度比

采用环境流体动力学模型(environmental fluid dynamics code,EFDC)建立表面流人工湿地水动力-水质耦合模型,研究隔板长度与湿地长度比值(简称隔长比)对表面流人工湿地水力性能及净化效果的影响规律,优选适宜的隔长比。结果表明:1)率定和验证的12组结果中,水动力模型模拟评价结果为中等及以上,即相关系数0.7、纳什系数0.4、相对误差20%,的有7组,水质模型模拟评价结果为中等及以上,即相对误差20%,的有10组。2)表面流人工湿地适宜隔长比随长宽比的增加而增大,当长宽比由1、2、4变为4、8、16时,对应的适宜隔长比分别为0.675、0.850、0.938。3)表面流人工湿地主要水力指标随适宜隔长比的增大而增加,对净化效果指标的提升不明显。4)在适宜隔长比不变的情况下增加湿地的表面积能明显提升水质净化效果(50%)。研究可为表面流人工湿地实际工程设计提供依据。     

TVA-EPRI River Resource Aid (TERRA) Reservoir and power operations decision support system

The Tennessee Valley Authority (TVA) and the Electric Power Research Institute (EPRI) have developed software to assist utilities in coordinating power and reservoir operations while balancing multiple objectives. The INTEGRAL project consists of a Decision Support System (DSS) and a Power and Reservoir System Scheduling Model (PRSYM). The DSS, as tailored to the TVA power and reservoir system, is the TVA-EPRI River Resource Aid (TERRA). TERRA is a decision support system that integrates tracking, display, and modeling tools. TERRA provides historical, current, and forecast data to users at several locations to help, resolve problems in operation, forecasting, and planning. Graphical displays are featured for individual power plants and reservoirs and on a system-wide basis. TERRA tracks constraints that affect operations and flags non-compliance. Constraints consist of flow, dissolved oxygen, and temperature limits for regulatory compliance, recreation, lake improvement, and special operations. Numerical models may be run from TERRA to predict water temperatures and flows at selected power plants to aid in reservoir operations to comply with thermal limits and minimum flow requirements. TERRA uses a geographic information system (GIs) background map of the Tennessee River Valley. The TERRA software is adaptable to other reservoir systems by changing the GIs background map and reconfiguring other system features.     

自动增氧型垂直流人工湿地处理农村生活污水试验研究

针对人工湿地中溶解氧浓度不足的问题,采用自动增氧型垂直流人工湿地处理系统进行了农村生活污水脱氮除磷对比试验研究。结果表明,自动增氧型湿地内的DO浓度比非增氧型人工湿地高0.3 mg.L-1左右,TN、NH4＋-N去除率分别达到了67.41%、69.04%,比非增氧型湿地高14.57%、19.79%,但TP去除率与非增氧型湿地差异不显著。说明自动增氧措施对于增加人工湿地中的DO浓度,提高脱氮效率是有效的,但对于除磷效率无显著影响。     

Utilization of Municipal Solid Waste Compost: Research Trials at the Johnson City,Tennessee Facility

? In 1963, the Division of Health and Safety of the Tennessee Valley Authority (TVA) proposed construction and operation of a composting plant at some medium-sized city in the valley, primarily as a means of disposing of solid wastes, but also as a means of converting wastes into a material useful for erosion control, land reclamation and soil improvement. The U.S. Environmental Protection Agency (EPA) and the TVA cooperated in the operation of a composting plant at Johnson City, Tennessee from 1967 to 1971. An outdoor windrow process was used. Sewage sludge was incorporated with the MSW up to 20 percent of the total compost solids.

Johnson City compost was used in numerous demonstrations in eastern Tennessee and western North Carolina, starting in the fall of 1968. Replicated field plot experiments were also carried out at Muscle Shoals, Alabama and eastern Tennessee. This report reviews results of those demonstration studies, as well as analyses of material used for stripmine reclamation and for ash pond stabilization. The results were in papers published by agronomists on the TVA staff in the 1970s. Data over a 19-year period following compost application are reviewed for impact on crop yield, organic matter and nutrient supply.     

Treatment of Domestic Wastewater by Three Plant Species in Constructed Wetlands

Three common Appalachian plant species (Juncus effusus L., Scirpus validus L., and Typha latifolia L.) were planted into small-scale constructed wetlands receivingprimary treated wastewater. The experimental design includedtwo wetland gravel depths (45 and 60 cm) and five plantingtreatments (each species in monoculture, an equal mixture of the three species, and controls without vegetation), with two replicates per depth × planting combination. Inflow rates (19 L day^-1) and frequency (3 times day^-1) were designed to simulate full-scale constructed wetlands as currently used for domestic wastewater treatmentin West Virginia. Influent wastewater and the effluent from each wetland were sampled monthly for ten physical, chemical and biological parameters, and plant demographic measurements were made. After passing through these trough wetlands, the average of all treatments showed a 70% reduction in total suspended solids (TSS) and biochemical oxygen demand (BOD), 50 to 60% reduction in nitrogen (TKN), ammonia and phosphate, anda reduction of fecal coliforms by three orders of magnitude. Depth of gravel (45 or 60 cm) had little effect on wetland treatment ability, but did influence Typha and Scirpus growth patterns. Gravel alone provided significant wastewater treatment, but vegetation further improved many treatment efficiencies. Typha significantly out-performedJuncus and Scirpus both in growth and in effluent quality improvement. There was also some evidence that the species mixture out-performed species monocultures.Typhawas the superior competitor in mixtures, but a decline in Typha growth with distance from the influent pipe suggested that nutrients became limiting or toxicities may have developed.     

潜流人工湿地除氮的生态动力学模拟

对某潜流人工湿地建立生态动力学模型,利用MATLAB编程模拟湿地中氮素的迁移转化过程,确定了主要除氮机制。模拟结果显示,该模型能较好地模拟出水中有机氮、氨氮和硝态氮浓度的变化趋势和范围。进一步进行氮素质量平衡分析可知,该人工湿地的主要除氮机制为硝化、反硝化和植物吸收,有机氮、氨氮和硝态氮的总去除率为60.53%,其中反硝化过程去除43.10%,植物吸收去除13.98%,沉淀去除3.45%。     

Landscape-level processes and wetland conservation in the Southern Appalachian Mountains

The function of wetland ecosystems is not independent of the landscapes in which they are embedded. They have strong physical and biotic linkages to the surrounding landscape. Therefore, incorporating a broad-scale perspective in our study of wetland ecology will promote our understanding of these habitats in the Southern Appalachians. Changes in the surrounding landscape will likely affect wetlands. Broad-scale changes that are likely to affect wetlands include: 1) climate change, 2) land use and land cover change, 3) water and air-borne pollution, 4) a shift in disturbance/recovery regimes, and 5) habitat loss and fragmentation. Changes in climate and land cover can affect the hydrology of the landscape and, therefore, the water balance of wetlands. Excessive nutrients and toxin transported by air and water to wetlands can disrupt natural patterns of nutrient cycling. Periodic disturbances, like flooding in riparian zones, is required to maintain some wetlands. A change in disturbance regimes, such as an increase in fire frequency, could alter species composition and nutrient cycles in certain wetlands. Many plant and animal species that found in small, isolated wetlands have populations that are dependent on complementary habitats found in the surrounding landscape. Loss or fragmentation of these complementary habitats could result in the collapse of wetland populations.     

Identification of wetlands in the Southern Appalachian Region and the certification of wetland delineators

According to the Corps of Engineers Wetlands Delineation Manual, wetlands are identified by the presence of field indicators of hydrophytic vegetation, hydric soils, and wetland hydrology. In the southern Appalachian region, situations that present problems for wetland delineators include (1) wetlands developed on recently deposited alluvial soils that may show little evidence of hydric conditions, (2) areas occupied by FAC-dominated plant communities, (3) wetlands affected by past or present drainage practices, (4) man-induced wetlands that may lack certain wetland field indicators, and (5) hydric soil units that are too small or narrow to be delineated separately on soil survey map sheets. In March 1993, under direction of Section 307(e) of the Water Resources Development Act of 1990, the Corps of Engineers initiated a Wetland Delineator Certification Program. A 1-year demonstration program has recently ended in Maryland, Florida, and Washington, with nationwide implementation scheduled for later in 1994. This voluntary program is designed to increase the quality of wetland delineations submitted with Section 404 permit applications, and reduce processing time by reducing the need for extensive field verification of wetland boundaries.