期刊文献+

垃圾填埋腾发覆盖系统渗沥控制试验和数值模拟 被引量:14

Experiment and Numerical Simulation of Percolation Control Using Evapotranspirative Landfill Cover System
原文传递
导出
摘要 垃圾填埋场腾发覆盖系统(ET Landfill Cover)是由单一土层和植被构成的简易、低成本、无需管理的生态渗沥控制系统,该系统利用覆盖土层储蓄降水、依靠植物的蒸腾和土壤蒸发消耗土壤水,从而实现渗沥污染控制.通过在武汉大学灌溉排水与水环境综合试验场开展裸土覆盖和5组腾发覆盖的渗沥控制对比试验,并对这6个试验处理进行水量平衡分析,结果发现其中60 cm厚度壤土层和灌木构成的腾发覆盖系统渗沥控制效果比较好,但是试验过程也发现60 cm厚度土层储水能力不足以完全阻止雨量充沛季节形成渗沥液,在旱季也不能向灌木提供充足水分,而是需要灌溉来维持灌木正常生长.因此采用Hydrus 2D软件对不同土层厚度腾发覆盖系统的渗沥控制效果进行数值模拟,结果表明,在武汉地区采用120~140 cm厚度壤土层和灌木构成的腾发覆盖系统是确保渗沥控制效果的经济合理方案. An Evapotranspirative Landfill Cover (ET Landfill Cover) is a simple and economical percolation control system that involves a monolithic soil layer with a vegetative cover. Percolation control in an ET cover system relies on the storage of moisture within the cover soils during precipitation events and subsequently returns it to the atmosphere by evapotranspiration. Percolation control experiments of a bare soil cover and 5 different ET covers were implemented in comprehensive experimental station of water environment of Wuhan University and the water balance calculation of each cover system was conducted, the results shown that the ET cover of 60 cm loamy soil layer with shrub was the most effective among the 6 experimental disposals. However, the experiments demonstrated 60 cm thick of soil layer was not enough to prevent percolation during rainy season and keep the shrub alive during drought season without irrigation. So the Hydrus 2D was selected to simulate the soil water movement in ET covers with different cover thicknesses, the simulations shown that the optimal ET cover in Wuhan area should be 120-140 cm loamy soil layer with shrub.
出处 《环境科学》 EI CAS CSCD 北大核心 2009年第1期289-296,共8页 Environmental Science
基金 国家自然科学基金项目(50578127)
关键词 垃圾填埋 渗沥控制 腾发覆盖系统 土壤水运动 landfill percolation control evapotranspirative cover system soil water movement
  • 相关文献

参考文献22

  • 1Nyhan J W, Hakonson T E, Drennon B J. A water balance study of two landfill cover designs for semiarid regions [J]. Journal of Environmental Quality, 1990,19 ( 3 ) : 281-288.
  • 2Sala O E, Lauenroth W K, Parton W J. Long-term soil water dynamics in the short grass steppe [J]. Ecology, 1992,73(4):1175-1181.
  • 3Anderson J E, Nowak R S, Ratzlaff T D, et al. Managing soil moisture on waste burial sites in add regions [J]. Journal of Environmental Quality, 1992,22 ( 1 ) :62-69.
  • 4Fayer M J, Rockhotd M L, Campbell M D. Hydrologic Modeling of Protective Barriers:Comparison of Field Data and Simulation Results [J]. Soil Sci Soc Amer, 1992,56(3) :690-700.
  • 5Hauser V L, Shaw M A. Climate effects on water movement through soil vegetative landfill covers [ A ]. In: Proceedings of Seventeenth International Madison Waste Conference [ C ]. Department of Engineering, University of Wisconsin, Madison, Wisconsin, 1994.119- 128.
  • 6Waugh W J, Thiede M E, Bates D J, et al. Plant cover and water balance in gravel admixtures at an arid waste burial site [ J ]. Journal of Environmental Quality, 1994,23(4) :676-685.
  • 7Warren R W, Hakonson T E, Bostik K V. Choosing the most effective hazardous waste landfill cover [ J ]. Remediation, 1996,7 ( 1 ) : 23-41.
  • 8Warren R W, Hakonson T E, Bostik K V. The hydrologic evaluation of four covers designs for hazardous waste landfills [ A]. In:Reynolds T D, Morris R C. Landfill capping in the semi-arid west: Problems, perspectives, and solutions [ C ]. Idaho : Environmental Science and Research Foundation, 1997.181-197.
  • 9Ankeny M D, Coons L M, Majumdar N, et al. Performance and cost considerations for landfill caps in semiarid climates [ A]. In: Reynolds T D, Morris R C. Landfill capping in the semi-arid west : Problems, perspectives, and solutions [ C]. Idaho: Environmental Science and Research Foundation, 1997.243-261.
  • 10Anderson J E. Soil-plant covers systems for final closure of solid waste landfills in arid regions [ A]. In:Reynolds T D, Morris R C. Landfill capping in the semi-arid west: Problems, perspectives, and solutions [C]. Idaho: Environmental Science and Research Foundation, 1997.27-38.

二级参考文献26

  • 1Scanlon B R,Christman M,Reedy R C,et al.Intercode comparisons for simulating water balance of surficial sediments in semiarid regions[ J ].Water Resource Research,2002,38 (6):1323-1339.
  • 2Vrught J A,Hopmans J W,Simunek J.Calibration of a two dimensional root water uptake model[ J ].Sol Science Society of America Journal,2001,65(9):1027-1037.
  • 3Leij F J,Alves W J,van Genuchten M Th,et al.The UNSODA unsaturated soil hydraulic database[ R ].Riverside:US Salinity Laboratory,1996.133-215.
  • 4van Genuchten M Th.A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J].Soil Science Society of America Journal,1980,44(4):892-898.
  • 5Suter G W,Luxmoore R J,Smith E D.Compacted soil barriers at abandoned landfill sites are likely to fail in the long term[ J ].Journal of Environmental Quality,1993,22(2):217-226.
  • 6Melchior S.In situ studies on the performance of landfill caps[ A ].In:Proceedings International Containment Technology Conference[C].Russia:St Petersburg FL,1997.365-373.
  • 7Dwyer S F.Alternative landfill covers pass the test[ J ].Civil Engineering,1998,68(9):50-52.
  • 8Albrecht B A,Benson C H.Effect of desiccation on compacted natural clays[ J ].Journal of Geotechnical and Geoenvironment Engineering,2001,127(1):67-75.
  • 9Hauser V L,Weand B L,Gill M D.Natural covers for landfills and buried waste,Am Society of Civil Engineers[J].Journal of Environmental Engineering,2001,127(9):768-775.
  • 10Nyhan J W,Hakonson T E,Drennon B J.A water balance study of two landfill cover designs for semiarid regions[ J ].Journal of Environmental Quality,1990,19(3):281-288.

共引文献11

同被引文献176

引证文献14

二级引证文献169

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部