共查询到19条相似文献,搜索用时 149 毫秒
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污染负荷及植被生物量变化对缓冲带污染物净化效果的影响 总被引:2,自引:0,他引:2
模拟上海地区农业面源污染和降雨特征,进行缓冲带污染物净化效果和植被生物量监测试验研究。结果表明:植被缓冲带对径流污染物质的净化效果明显高于空白对照,百慕大缓冲带SS截留率最高,达到74%;白花三叶草对TN、TP的净化效果最好,去除率分别为28%和25%;百慕大和白花三叶草生物量最大,栽种当年9月份,两者地上部分的生物量鲜重分别达到了6.14和6.49 kg/m2,百慕大生长速度最快,当年9月份生物量几乎达到5月份的6倍;植被生物量增长明显提高了缓冲带截留径流污染物的效果,缓冲带SS截留率与生物量成显著线性相关,而污染负荷变化对缓冲带污染物净化效果的影响很小,明显弱于植被种类和生物量的变化。 相似文献
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海岸带狭义非点源污染的研究现状 总被引:1,自引:0,他引:1
非点源污染已经成为中国海洋环境重要的污染源,目前的非点源实验和研究多集中在流域、湖泊和水库范围内,缺乏针对海岸带区域的非点源污染的研究,这类狭义非点源是在雨水作用下直接以地表径流和地下渗透的方式进入沿岸海域的。现今在沿海地区,这类非点源对海洋环境的影响越来越大,由于缺乏完善的政策法规、监测手段、计算方法和防治措施,国内外学者对这部分狭义非点源污染的关注度较小,因而如何科学地认识并有效控制狭义非点源污染成为一个紧迫的研究课题。通过对狭义非点源在法律法规、存在特征和防治措施等方面存在的问题和进展加以探讨,以引起相关研究学者的重视。 相似文献
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土地利用/土地覆被变化对区域生态环境的影响 总被引:8,自引:0,他引:8
土地利用/ 土地覆被变化对区域生态环境的影响是土地利用/ 土地覆被变化研究的重要内容。本文分析了土地利用/ 土地覆被变化对区域气候、土壤、水量和水质的影响。土地利用/ 土地覆被变化通过改变地表发射率、温室气体和痕量气体的含量影响区域气候;土地利用/土地覆被变化影响着能量交换、水交换、侵蚀与堆积、生物循环和作物生产等土壤主要生态过程,不同土地利用方式和土地覆被类型的空间组合影响着土壤养分的迁移规律;土地利用/ 土地覆被变化对水质的影响主要是通过非点源污染途径,许多非点源污染来源都同土地利用/土地覆被变化紧密联系。文中还探讨了由于人类不合理的土地利用造成的土壤侵蚀、土地退化、水资源短缺、海水入侵等生态环境问题。 相似文献
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应用污染模型和地理信息系统评价和管理农业非点源污染 总被引:20,自引:0,他引:20
重视农业非点源污染是国际大趋势。美国等发达国家多年研究证实,农业非点源污染是导致水质污染最主要原因之一。研究和控制农业非点源污染已是发达国家政府农业和环保部门主要议程之一。我国大部分地区降水集中,生态破坏导致水土流失严重。近年来化肥农药等农用化学物质的用量不断增加,加上施用技术上的不合理,非点源污染问题日益突出。湖泊、水库、河流已普遍富营养化,并有加剧之势’“。水源中因农药等含量过高造成渔业损失和人类中毒事件也时有发生。随着对农业可持续发展认识的不断深入,研究和控制农业非点源污染的工作已日益受到… 相似文献
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草皮缓冲带对洱海流域面源污染的削减效果 总被引:4,自引:0,他引:4
《环境工程学报》2015,(9)
在前期植物调查和资料调研的基础上,构建了以百慕大、结缕草、混播草草皮为陆生植物的缓冲带,以洱海流域面源污染水样为这些植被缓冲带的进水,进行削减效果的现场中试实验。结果表明,裸露地表对径流SS几乎没有削减效果,而草皮缓冲带能有效截留径流SS,去除率大小顺序为混播草缓冲带结缕草缓冲带百慕大缓冲带;草皮缓冲带渗流水中的TN、TP的去除率均在60%以上,而径流水中TN、TP的去除率在40%以上;总体而言,草皮缓冲带对面源污染的削减效果沿程增强,且前段去除效果较强,后段去除效果减弱,其中混播草缓冲带的削减效果最好,百慕大缓冲带的削减效果相对较差;通过计算,当SS去除率为70%时,混播草缓冲带的最佳宽度仅为13.4 m,比百慕大缓冲带缩短了5.2 m。 相似文献
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地表水环境非点源污染研究 总被引:5,自引:0,他引:5
地表水环境的非点源污染已越来越受到人们的重视。在阐述非点源污染的概念、危害性的基础上,对国内外地表水环境非点源污染研究现状进行综述。分析了国内外研究存在的不足。讨论了地表水环境非点源污染研究的未来发展趋势 相似文献
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通过对江苏省沛县农业面源污染的现状进行全面的分析,指出现阶段县域经济转型发展过程中农村环境污染的主要来源及产生原因,并提出了相应的治理对策,对其他地区促进农业产业发展,改善农村环境质量,建设社会主义新农村都有一定借鉴作用。 相似文献
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Yang Dong Yi Liu Jining Chen 《Environmental science and pollution research international》2014,21(11):7024-7034
Urban expansion is a major driving force changing regional hydrology and nonpoint source pollution. The Haihe River Basin, the political, economic, and cultural center of northeastern China, has undergone rapid urbanization in recent decades. To investigate the consequences of future urban sprawl on nonpoint source water pollutant emissions in the river basin, the urban sprawl in 2030 was estimated, and the annual runoff and nonpoint source pollution in the Haihe River basin were simulated. The Integrated Model of Non-Point Sources Pollution Processes (IMPULSE) was used to simulate the effects of urban sprawl on nonpoint source pollution emissions. The outcomes indicated that the urban expansion through 2030 increased the nonpoint source total nitrogen (TN), total phosphorous (TP), and chemical oxygen demand (COD) emissions by 8.08, 0.14, and 149.57 kg/km2, respectively. Compared to 2008, the total nonpoint emissions rose by 15.33, 0.57, and 12.39 %, respectively. Twelve percent of the 25 cities in the basin would increase by more than 50 % in nonpoint source TN and COD emissions in 2030. In particular, the nonpoint source TN emissions in Xinxiang, Jiaozuo, and Puyang would rise by 73.31, 67.25, and 58.61 %, and the nonpoint source COD emissions in these cities would rise by 74.02, 51.99, and 53.27 %, respectively. The point source pollution emissions in 2008 and 2030 were also estimated to explore the effects of urban sprawl on total water pollution loads. Urban sprawl through 2030 would bring significant structural changes of total TN, TP, and COD emissions for each city in the area. The results of this study could provide insights into the effects of urbanization in the study area and the methods could help to recognize the role that future urban sprawl plays in the total water pollution loads in the water quality management process. 相似文献
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Jianghua Yu Haixia Yu Liqiang Xu 《Environmental science and pollution research international》2013,20(9):6160-6171
Many best management practices have been developed and implemented to treat the nonpoint source pollution of the aquatic environment in Korea's four major river basins. The performance and cost of these facilities were evaluated and compared using broad categories, including grassed swales, constructed wetlands, vegetated filter strips, hydrodynamic separators, media filters, and infiltration trenches, based on the monitoring and maintenance work undertaken between 2005 and 2012. Constructed wetlands, media filters, and infiltration trenches generally performed better in removing pollutants than other types of facilities, while media filters were the most expensive factor in terms of construction and operational costs. In addition, constructed wetlands incurred the least operational cost, as well as helping to control the quantity of runoff. This illustrates that a high cost facility does not necessarily give a better performance. A slightly more expensive facility, such as wetland, could prove to be a reasonably effective treatment. The selection of the most appropriate treatment for stormwater runoff should be based on an overall analysis of performance and cost. 相似文献
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Habibiandehkordi Reza Lobb David A. Sheppard Steve C. Flaten Don N. Owens Philip N. 《Environmental science and pollution research international》2017,24(22):18372-18382
Environmental Science and Pollution Research - Vegetated buffer strips (VBSs) are widely encouraged as a cost-effective strategy to address phosphorus (P) pollution associated with agricultural... 相似文献
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新沂河污水净化生态工程研究 总被引:3,自引:0,他引:3
苏北水环境综合整治方案提出了“清污两制、控源导流”的水污染控制战略。以这一战略为指导,实施江苏省水污染集中控制两线工程。对北线工程新沂河污水生态工程的背景、工程方案与设计、污水系统水质模拟进行了详尽论述。 相似文献
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农业非点源污染控制技术环境经济评价 总被引:2,自引:0,他引:2
采用费用效益分析方法建立评价指标体系,对上海青浦地区实施的化肥和农药减量非点源控制技术进行环境经济评价,并就环境效益的货币化进行重点探讨.试图为农业非点源污染控制措施制定提供依据. 相似文献
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Wang L Wei J Huang Y Wang G Maqsood I 《Environmental pollution (Barking, Essex : 1987)》2011,159(7):1932-1940
Many urban nonpoint source pollution models utilize pollutant buildup and washoff functions to simulate storm runoff quality of urban catchments. In this paper, two urban pollutant washoff load models are derived using pollutant buildup and washoff functions. The first model assumes that there is no residual pollutant after a storm event while the second one assumes that there is always residual pollutant after each storm event. The developed models are calibrated and verified with observed data from an urban catchment in the Los Angeles County. The application results show that the developed model with consideration of residual pollutant is more capable of simulating nonpoint source pollution from urban storm runoff than that without consideration of residual pollutant. For the study area, residual pollutant should be considered in pollutant buildup and washoff functions for simulating urban nonpoint source pollution when the total runoff volume is less than 30 mm. 相似文献