Arid
DOI10.2172/1016457
报告编号PNNL-18801
来源IDOSTI_ID: 1016457
Determining the Porosity and Saturated Hydraulic Conductivity of Binary Mixtures
Zhang, Z. F.; Ward, Anderson L.; Keller, Jason M.
英文摘要Gravels and coarse sands make up significant portions of some environmentally important sediments, while the hydraulic properties of the sediments are typically obtained in the laboratory using only the fine fraction (e.g., <2 mm or 4.75 mm). Researchers have found that the content of gravel has significant impacts on the hydraulic properties of the bulk soils. Laboratory experiments were conducted to measure the porosity and the saturated hydraulic conductivity of binary mixtures with different fractions of coarse and fine components. We proposed a mixing-coefficient model to estimate the porosity and a power-averaging method to determine the effective particle diameter and further to predict the saturated hydraulic conductivity of binary mixtures. The proposed methods could well estimate the porosity and saturated hydraulic conductivity of the binary mixtures for the full range of gravel contents and was successfully applied to two data sets in the literature.
出版年2009
报告类型Technical Report
语种英语
国家美国
来源学科分类54 ENVIRONMENTAL SCIENCES ; BINARY MIXTURES ; HYDRAULIC CONDUCTIVITY ; HYDRAULICS ; POROSITY ; SEDIMENTS ; SOILS Gravel Impact ; Hydraulic Properties ; Vadose Zone
URLhttp://www.osti.gov/scitech/servlets/purl/1016457
资源类型科技报告
条目标识符http://119.78.100.177/qdio/handle/2XILL650/269900
推荐引用方式
GB/T 7714
Zhang, Z. F.,Ward, Anderson L.,Keller, Jason M.. Determining the Porosity and Saturated Hydraulic Conductivity of Binary Mixtures,2009.
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