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Collaborative Research: A Systematic of Solute Transport Influenced by Preferential Flow Paths at the Decimeter and Smaller Scales

Collaborative Research: A Systematic of Solute Transport Influenced by Preferential Flow Paths at the Decimeter and Smaller Scales
合作研究:受分米级和更小尺度优先流路影响的溶质输运系统
批准号:
0003914
负责人:
Steven Gorelick
金额:
$8.97万
依托单位:
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2001
资助国家:
美国
项目状态:
已结题
起止时间:
2001-07-01 至 2005-06-30

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中文摘要
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英文摘要
0003914GorelickRecent studies at the Macrodispersion Experiment (MADE) site in Columbus, Mississippi have indicated that the preferential flow paths resulting from aquifer heterogeneities at decimeter (dm) and smaller scales appear to have a dominant effect on plume-scale solute transport. This collaborative research responds to the general lack of studies on the effect of dm-scale heterogeneities on plume-scale solute transport as observed at the MADE site. Our intent is to systematically study the characteristics of solute transport influenced by dm-scale preferential flow paths, and rigorously test the hypothesis that a dual-domain mass transfer approach can provide an effective representation of such characteristics.Four specific elements are integrated into the proposed research. (1) Generate 3-D geologically plausible networks of dm-scale fluvially deposited channels and simulate detailed transport in such systems. (2) Assess the ability of the dual-domain mass transfer model, and possibly other alternative models, to represent the key characteristics of solute transport. (3) Conduct a series of large-diameter column experiments to measure the mass transfer model parameter values under different heterogeneity configurations and flow rates. (4) Conduct tracer tests at the MADE site to obtain the mass transfer model parameter values, using dye-tracing, soil coring and image analysis aimed at providing direct field evidence of preferential flow paths. We will attempt to relate the lithologic characteristics to the mass transfer model parameters obtained from the tracer tests.
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