土木工程、建筑工程 |
|
|
|
|
时域条件下填埋场导排系统水位变化规律 |
万晓丽1, 李育超1, 柯瀚1, 陈云敏1, 梅甫良2, 应丰3 |
1.浙江大学 软弱土与环境土工教育部重点实验室,浙江 杭州 310027; 2.嘉兴学院 土木工程系,浙江 嘉兴 314001;
3.中国水电顾问集团 华东勘测设计研究院, 浙江 杭州 310014 |
|
Time-domain analysis of variation of liquid head in
landfill’s drainage system |
WAN Xiao-li1, LI Yu-chao1, KE Han1, CHEN Yun-min1, MEI Fu-liang2, YING Feng3 |
1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310027, China;
2. Department of Civil Engineering, Jiaxing University, Jiaxing 314001, China; 3. East China Investigation and
Design Institute, CHECC, Hangzhou 310014, China |
引用本文:
万晓丽, 李育超, 柯瀚, 陈云敏, 梅甫良, 应丰. 时域条件下填埋场导排系统水位变化规律[J]. J4, 2011, 45(4): 688-694.
WAN Xiao-li, LI Yu-chao, KE Han, CHEN Yun-min, MEI Fu-liang, YING Feng. Time-domain analysis of variation of liquid head in
landfill’s drainage system. J4, 2011, 45(4): 688-694.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2011.04.017
或
http://www.zjujournals.com/eng/CN/Y2011/V45/I4/688
|
[1] MCENROE B M. Maximum saturated depth over landfill liners [J]. Journal of Environmental Engineering, ASCE, 1993, 119(2): 262-270.
[2] GIROUD J P, GROSS B A, DARASSE J. Flow in leachate collection layers, steadystate [R]. \ [S. l.\]: GeoSyntec Consultants, 1992.
[3] QIAN X D, GRAY D H, KOERNER R M. Estimation of maximum liquid head over landfill barriers [J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2004, 130(5): 488-497.
[4] EPA/530/SW869C, Landfill and surface impoundments evaluation [S]. Washington: U.S. Environmental Protection Agency, 1983.
[5] MCENROE B M. Steady drainage of landfill covers and bottom liners [J]. Journal of Environmental Engineering, ASCE, 1989, 115(6): 1114-1122.
[6] KORFIATIS G P, DEMETRACOPOULS A C. Flow characteristics of landfill leachate collection systems and liners [J]. Journal of Environmental Engineering, ASCE, 1986, 112(3): 538-550.
[7] 柯瀚,黄传兵,陈云敏.成层介质中填埋场渗滤液的最大饱和深度\ [J\].岩土工程学报,2005,27(10): 1194-1197.
KE Han, HUANG Chuanbing, CHEN Yunmin. Maximum saturated depth of landfill leachate in layered drainage media [J]. Chinese Jounal of Geotechnical Engineering, 2005, 27(10): 1194-1197.
[8] CHAPMAN T G. Modelling groundwater flow over sloping beds [J]. Water Resources Research, 1980, 16(6): 1114-1118.
[9] HARR M E. Groundwater and seepage [M]. New York: McGrawHill, 1962: 210-226.
[10] KORFIATIS G P, SEIDAS L, DEMETRACOPOULS A C. Experimentalmathematical investigations of the hydraulics of landfill leachage collection systems [C]∥3rd International Conference: Computational Methods and Experimental Measurements. Greece: Porto Carras, 1986.
[11] DEMETRACOPOULS A C. Overview of landfill bottom liner hydraulics [J]. Water Resources Bulletin, 1988, 24(1): 49-56.
[12] SCHROEDER P R, DOZIER T S, ZAPPI P A, et al. EPA/600/R94/168b, The hydrologic evaluation of landfill performance (HELP) model: engineering documentation for version 3 [R]. Washington: U.S. Environmental Protection Agency Office of Research and Development, 1994. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|