Modeling unsaturated flow and transport processes at the Busted Butte Field Test Site, Nevada

被引:9
作者
Tseng, PH
Soll, WE
Gable, CW
Turin, HJ
Bussod, GY
机构
[1] Los Alamos Natl Lab, Hydrol Geochem & Geol Grp, Los Alamos, NM 87544 USA
[2] Los Alamos Natl Lab, Environm Dynam & Spatial Anal Grp, Los Alamos, NM 87544 USA
[3] Los Alamos Natl Lab, Isotope & Nucl Chem Grp, Los Alamos, NM 87544 USA
关键词
unsaturated flow and transport; numerical modeling; field tracer test; flow and transport in tuffs;
D O I
10.1016/S0169-7722(02)00163-8
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A numerical model was used to simulate the flow and transport processes at the Busted Butte Field Test Site for the purpose of quantifying the effects of hydrogeologic conditions beneath the potential Yucca Mountain repository horizon. In situ experiments were conducted on a 10 x 10 x 7 m block comprising a layered Topopah Springs/Calico Hills formation with two imbedded faults. Tracer solution was continuously injected in eight parallel boreholes arranged on two horizontal planes. Twelve collection boreholes were emplaced perpendicular to the injection holes and were both horizontal and inclined. Solution samples were collected regularly using a sampling assembly consisting of an inverted membrane and sorbing-paper sampling pads. Comparisons between measurements and predictions show that, except for the occasional drops of concentrations observed in the field, the current model is able to capture the general characteristics of the system with varying levels of agreement using laboratory-measured mean hydraulic properties. Simulation results and field observations revealed a capillary-driven flow in the system. Good quantitative agreement is generally observed for near-field boreholes, however, this agreement deteriorates and the simulated solute concentration is underestimated at boreholes farther away from the injection points. Increasing the spatial resolution of the simulation improves the model predictions only to a limited extent. Scaling issues may need to be considered to describe flow and transport events, as the travel distance becomes large. (C) 2002 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:303 / 318
页数:16
相关论文
共 12 条
[1]  
Bear J., 1988, DYNAMICS FLUIDS PORO
[2]  
Bussod G.Y., 1999, LA13670SR LOS AL NAT
[3]  
EISENBERG NA, 1999, NUREG1636 US NUCL RE
[4]   UNSATURATED SEEPAGE AND SUBTERRANEAN HOLES - CONSPECTUS, AND EXCLUSION PROBLEM FOR CIRCULAR CYLINDRICAL CAVITIES [J].
PHILIP, JR ;
KNIGHT, JH ;
WAECHTER, RT .
WATER RESOURCES RESEARCH, 1989, 25 (01) :16-28
[5]   Transport of conservative chemical through an unsaturated two-dimensional Miller-similar medium with steady state flow [J].
Roth, K ;
Hammel, K .
WATER RESOURCES RESEARCH, 1996, 32 (06) :1653-1663
[7]   COMPARISON OF TRANSFER-FUNCTION AND DETERMINISTIC MODELING OF AREA-AVERAGED SOLUTE TRANSPORT IN A HETEROGENEOUS FIELD [J].
TSENG, PH ;
JURY, WA .
WATER RESOURCES RESEARCH, 1994, 30 (07) :2051-2063
[8]   Evaluation of the filter paper technique for in situ sampling of solute transport in unsaturated soils and tuffs [J].
Tseng, PH ;
Bussod, GY .
WATER RESOURCES RESEARCH, 2001, 37 (07) :1913-1928
[9]  
van Genuchten M.T., 1991, RETC CODE QUANTIFYIN
[10]   A CLOSED-FORM EQUATION FOR PREDICTING THE HYDRAULIC CONDUCTIVITY OF UNSATURATED SOILS [J].
VANGENUCHTEN, MT .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1980, 44 (05) :892-898