Systems engineering: the design and operation of municipal solid waste landfills to minimize contamination of groundwater

被引:48
作者
Rowe, R. K. [1 ]
机构
[1] Queens Univ, Dept Civil Engn, GeoEngn Ctr Queens RMC, Kingston, ON K7L 3N6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Geosynthetics; Landfills; Leachate; GEOSYNTHETIC CLAY LINER; HDPE GEOMEMBRANE; OIT DEPLETION; GCL; WRINKLES; STRAINS; DIFFUSION; GRAVEL;
D O I
10.1680/gein.2011.18.6.391
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper discusses the need to adopt a systems engineering approach to the design and operation of municipal solid waste landfills. It discusses how the interaction between the different components affects the performance of the entire system, and how, because of this interaction, the performance of the system as a whole is much better than the individual contributions of each of the parts. Issues discussed in this context are: landfill covers and the role that they play; the effect of landfill operations such as the waste placement and leachate recirculation on liner temperature and leachate characteristics; leachate collection and the control of head on the liner; diffusion of contaminants through composite liners; the effect of geomembrane-clay liner interaction on leakage; the significance of wrinkles in a geomembrane; the effect of liner temperature on leakage; possible means of controlling liner temperature; geomembrane protection; the long-term performance of geomembranes and geosynthetic clay liners; and finally the contaminant transport implications of these issues. It is concluded that by taking a systems approach to design, construction and operations we can provide safer containment of waste and long term-environmental protection.
引用
收藏
页码:391 / 404
页数:14
相关论文
共 67 条
[1]  
[Anonymous], 430R08002 USEPA
[2]  
Armstrong M., 1999, Proceeding Sardinia 99, Seventh International Waste Management and Landfill Symposium, P81
[3]   Anisotropy and directional shrinkage of geosynthetic clay liners [J].
Bostwick, L. ;
Rowe, R. K. ;
Take, W. A. ;
Brachman, R. W. I. .
GEOSYNTHETICS INTERNATIONAL, 2010, 17 (03) :157-170
[4]  
Bostwick L., 2008, Geoamericas 2008, Cancun, Mexico, P435
[5]  
Bostwick L., 2007, 60th Canadian Geotechnical Conference, Ottawa, ON, P2123
[6]  
Brachman R., 2008, Proceedings GeoAmericas, P444
[7]   Geomembrane puncture and strains from stones in an underlying clay layer [J].
Brachman, R. W. I. ;
Sabir, A. .
GEOTEXTILES AND GEOMEMBRANES, 2010, 28 (04) :335-343
[8]   Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner [J].
Brachman, R. W. I. ;
Gudina, S. .
GEOTEXTILES AND GEOMEMBRANES, 2008, 26 (06) :488-497
[9]   Gravel contacts and geomembrane strains for a GM/CCL composite liner [J].
Brachman, R. W. I. ;
Gudina, S. .
GEOTEXTILES AND GEOMEMBRANES, 2008, 26 (06) :448-459
[10]  
Brachman R. W. I., 2007, P 60 CAN GEOT C OTT, P2143