Modeling of leachate generation from MSW landfills by a 2-dimensional 2-domain approach

被引:61
作者
Fellner, Johann [1 ]
Brunner, Paul H. [1 ]
机构
[1] Vienna Univ Technol, Inst Water Qual Resources & Waste Management, A-1040 Vienna, Austria
关键词
SOLID-WASTE; HYDRAULIC CONDUCTIVITY; PREFERENTIAL FLOW; MOISTURE TRANSPORT; WATER-BALANCE; MANAGEMENT;
D O I
10.1016/j.wasman.2010.03.020
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The flow of water through Municipal Solid Waste (MSW) landfills is highly non-uniform and dominated by preferential pathways. Thus, concepts to simulate landfill behavior require that a heterogeneous flow regime is considered. Recent models are based on a 2-domain approach, differentiating between channel domain with high hydraulic conductivity, and matrix domain of slow water movement with high water retention capacity. These models focus on the mathematical description of rapid water flow in channel domain. The present paper highlights the importance of water exchange between the two domains, and expands the 1-dimensional, 2-domain flow model by taking into account water flows in two dimensions. A flow field consisting of a vertical path (channel domain) surrounded by the waste mass (matrix domain) is defined using the software HYDRUS-2D. When the new model is calibrated using data sets from a MSW-landfill site the predicted leachate generation corresponds well with the observed leachate discharge. An overall model efficiency in terms of r(2) of 0.76 was determined for a simulation period of almost 4 years. The results confirm that water in landfills follows a preferential path way characterized by high permeability (K-s = 300 m/d) and zero retention capacity, while the bulk of the landfill (matrix domain) is characterized by low permeability (K-s = 0.1 m/d) and high retention capacity. The most sensitive parameters of the model are the hydraulic conductivities of the channel domain and the matrix domain, and the anisotropy of the matrix domain. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2084 / 2095
页数:12
相关论文
共 65 条
[1]  
Al-Yousfi A. B., 1992, THESIS U PITTSBURGH
[2]  
Augenstein D., 1991, P SARD 91 3 INT LAND, P115
[3]  
Beaven R.P., 2001, SARDINIA 2001, P595
[4]  
BELEVI H, 1989, WASTE MANAGE RES, V7, P43, DOI 10.1016/0734-242X(89)90007-4
[5]   Kinematic wave model for water movement in municipal solid waste [J].
Bendz, D ;
Singh, VP ;
Rosqvist, H ;
Bengtsson, L .
WATER RESOURCES RESEARCH, 1998, 34 (11) :2963-2970
[6]  
BENDZ D, 1998, 191 AFR
[7]   WATER-BALANCE FOR LANDFILLS OF DIFFERENT AGE [J].
BENGTSSON, L ;
BENDZ, D ;
HOGLAND, W ;
ROSQVIST, H ;
AKESSON, M .
JOURNAL OF HYDROLOGY, 1994, 158 (3-4) :203-217
[8]  
Bergström LF, 1999, J SOIL CONTAM, V8, P637, DOI 10.1080/10588339991339513
[9]  
BEVEN K, 1981, J SOIL SCI, V32, P15
[10]   MOISTURE AND SUCTION IN SANITARY LANDFILLS IN SEMIARID AREAS [J].
BLIGHT, GE ;
BALL, JM ;
BLIGHT, JJ .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1992, 118 (06) :865-877