Record Details

Fabrics in subdrains : mechanisms of filtration and the measurement of permeability

ScholarsArchive at Oregon State University

Field Value
Title Fabrics in subdrains : mechanisms of filtration and the measurement of permeability
Names Copeland, Jane Ann (creator)
Bell, J. R. (advisor)
Date Issued 1979-06-07 (iso8601)
Note Graduation date: 1980
Abstract The roles of fabrics in subdrains are identified for normal
groundwater flow conditions to determine hydraulic and pore characteristics
necessary for design considerations. Two conditions are discussed:
(1) the fabric in direct contact with the soil to provide
mechanical support, and (2) the fabric as a filter to remove soil
particles in suspension in water. If direct contact is maintained between
the soil and fabric, control of the hydraulic gradient and/or
pore size will prevent soil migration and fabric plugging by soil
particles. If toe fabric is a filter in t:ne sense that it removes
soil particles suspended in water, the fabric will plug. For tnis
case a method of controlling piping of suspended soil particles by
relating a soil grain size to the coefficient of fabric permeability
is proposed. Relationships between a soil grain size, the soil
Reynolds number, and the soil cake porosity are suggested as means of
evaluating the effect of fabric plugging and soil cake formation. An
experimental design is Proposed to evaluate the applicability of the
proposed equations for the critical hydraulic gradient and the control
of plugging and piping.
Air permeability and falling head water permeability tests were
performed. The falling head test provided for water and fabric deairing.
Turbulence was found to exist when testing one layer of fabric
but laminar flow was indicated when testing multiple layers. Comparison
between air and water permeability test results indicates that
either method can predict fabric permeability with satisfactory
accuracy.
Genre Thesis/Dissertation
Topic Drainage
Identifier http://hdl.handle.net/1957/42818

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