不同进水方式人工湿地除污效率对比分析

研究了人工湿地在间歇流、连续流进水方式下处理生活污水的效率．并进行了对比分析。在平均水力负荷4.8cm／d时，间歇流和连续流人工湿地COD平均去除率分别为78％和64％；NH3-N平均去除率分别为60％和44％；TP平均去除率均为53％。结果表明，间歇流进水能够提高床体内的含氧量，缓解植物根系放氧不足．提高了污染物去除率。     

梁子湖湿地植物多样性现状与评价

根据1999～2001年的野外调查数据,研究了湖北梁子湖湿地浮游藻类和高等植物多样性资源.结果表明,该湿地常见浮游藻类73种,隶属于7门58属(绿藻28种,硅藻19种,蓝藻14种,金藻4种,裸藻3种,甲藻3种,隐藻2种);高等植物282种,隶属于72科183属(苔藓8种,蕨类9种,裸子植物3种,被子植物262种),其中国家重点保护野生植物5种.浮游藻类密度和生物量均值分别为(1163.79913.51)104cell/L和6.1342.737mg/L,叶绿素a含量12.754.98mg/L,浮游藻类表层日生产量1.18～2.29mgO2/(Ld).水生植被繁茂,可划分为12个群丛,群丛单位面积生物量为6.443kg/m_{2;水生植被覆盖率54.27%,单位面积生物量为3.496kg/m2,在同类湖泊中处于中等水平;植被种类复杂,以沉水植物微齿眼子菜(Potamogeton maackianus)和金鱼藻(Ceratophyllum demersum)为优势群落.该湖泊总体上属中营养型水体,仍保持草型湖状态.}     

威远江水电站工程对景观格局的影响分析

景观空间结构研究是生态研究的核心之一，号观功能的性质和发挥，影响着一个区域的物质流、信息流和能量流的特征，进而影响该区域的资源开发利用与保护。在遥感和GIS技术的支持下，结合卫星遥感图片和区域特点，确定了景观分类系统，选取了多样性、优势度、破碎度、分离度等案观格局指数，系统分析了景观空间格局和景观纹理特征。结果表明：该工程建设将导致区域景观多样性降低，优势度升高，破碎度和分离度增加。     

人工湿地基质除磷影响因素研究进展

基质除磷被认为是人工湿地中磷去除的主要方式。人工湿地基质除磷不仅受其自身化学特性的影响,还受到废水磷负荷、水力条件、运行方式、温度、溶解氧、pH、竞争性离子等的影响,结合国内外的最新研究进展较全面地论述了上述因素对基质除磷效果的影响。最后对吸附饱和基质的去向进行了一定的探讨。     

三江平原湿地不同土地利用方式下土壤有机碳储量研究

选取东北三江平原沼泽湿地5种土地利用方式,共16个土壤剖面,对土壤有机碳储量分布特征进行了研究.结果表明,不同土地利用方式下,土壤剖面有机碳含量与有机碳密度均呈自上而下降低的趋势,且随着深度的增加,垂直差异变小.开垦降低了土壤有机碳含量和有机碳密度,并改变了其在表层的分布结构特征.初步估算5种土地利用方式下土壤有机碳储量分别为:沼泽湿地1.58×104t/km2、退耕还湿地1.23×104t/km2、林地1.01×104t/km2、水田0.85×104t/km2、旱田0.99×104t/km2.开垦降低了湿地土壤有机碳储量,且对耕地的影响大于林地,而退耕还湿有利于土壤有机碳的固定及储量的增加.     

山海关海岸带盐生种子植物调查及生态应用探讨

对山海关滨海盐生植物及盐生植被景观和群落配置情况进行实地调查并参考历史文献,发现山海关滨海湿地共有盐生种子植物26科44属51种。结合山海关海岸带的气候、土壤理化性质及土地覆盖和利用的现状,选择乔、灌木类盐生植物3种,藤本类盐生植物1种,中生草本盐生植物5种,旱生草本盐生植物2种,湿生植物4种,共计15种作为滨海地区盐碱地改良和植被恢复的野生植物种类。     

强化预处理人工湿地的研究

本文采用自主设计的强化预处理人工湿地装置进行处理低浓度农村生活污水的研究,针对人工湿地堵塞问题,考察了运用强化预处理装置(海绵装置和滤布装置)对污水进行预处理来预防湿地的堵塞,并且在水力停留时间为1d的工况下,研究了湿地装置对污水的净化效果.结果表明:运用强化预处理装置后,不仅能有效防止湿地堵塞而且不影响湿地对污水的净化效果,强化预处理湿地装置对CODCr、SS、NH4+-N、TN、TP的平均去除率分别为67.14％,90.39％,64.12％,70.13％和67.98％,出水CODCr、SS、NH4+-N、TN、TP均可满足《城镇污水处理厂污染物排放标准》 (GB18918-2002)的一级B要求,在我国广大农村地区的分散式污水处理中具有良好的应用前景.     

人工湿地净化河道水质的研究进展

人工湿地是近年来国内外应用较多、发展较快的一种污水处理技术,本文从国内外人工湿地净化河水的技术应用出发,列举了人工湿地处理河水污染的效果和优势,并对湿地净化河水效率影响较大的湿地植物、填料、气候条件以及湿地构造4个因素进行了比较、分析和总结,最后对人工湿地净化河道水质进行了展望。     

Modeling the e ects of constructed wetland on nonpoint source pollution control and reservoir water quality improvement

This article describes the integrated modeling approach for planning the size and the operation of constructed wetlands for maximizing retention of nonpoint source pollutant loads and reservoir water-quality improvement at a catchment scale. The experimental field-scale wetland systems (four sets, 0.88 ha each) have been in operation since 2002, where water depth was maintained at 30–50 cm and hydraulic loading rate was at 6.3–18.8 cm/day. The wetland system was found to be adequate for treating polluted stream water with stable removal e ciency even during the winter. The integrated modeling system (modified-BASINS) was applied to the Seokmoon estuarine reservoir watershed and calibrated with monitoring data from constructed wetland, stream, and reservoir. The calibrated integrated modeling system estimated that constructing wetlands on 0.5% (about 114 ha) of the watershed area at the mouth of reservoir could reduce 11.61% and 13.49% of total external nitrogen and phosphorus loads, respectively. It also might improve the nitrogen and phosphorus concentration of the reservoir by 9.69% and 16.48%, respectively. The study suggested that about 0.1%–1.0% of the watershed area should be allocated for constructed wetland to meet specified water-quality standards for the estuarine reservoir at the polder area where land use planning is relatively less complicated.     

Characteristics of contaminants in water and sediment of a constructed wetland treating piggery wastewater effluent

Constructed wetland (CW) is the preferred means of controlling water quality because of its natural treatment mechanisms and function as a secondary or tertiary treatment unit. CW is increasingly applied in Korea for secondary effluent of livestock wastewater treatment. This study was conducted to recognize the characteristics of contaminants in the accumulated sediment at the bottom soil layer and to reduce the phosphorus release from sediments of the free water surface CW for the treatment of secondary piggery wastewater effluent from a livestock wastewater treatment facility. The results revealed that the dominant phosphorus existence types at near the inlet of the CW were non-apatite phosphorus (59%) and residual phosphorus (32%) suggesting that most of the particles of the influent are made up of inorganic materials and dead cells. Sediment accumulation is important when determining the long-term maintenance requirements over the lifetime of CW. Continuous monitoring will be performed for a further assessment of the CW system and design.