Title of article
Correction to "An analysis of hydraulic conductivity scale effects in granite (Full-scale Engineered Barrier Experiment (FEBEX), Grimsel, Switzerland)"
Author/Authors
Lurdes، Martinez-Landa, نويسنده , , Jesus، Carrera, نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2005
Pages
-11702
From page
11703
To page
0
Abstract
We have developed the quasi-steady centrifuge (QSC) method as a variation of the steady state centrifuge method that can be implemented simply and inexpensively with greater versatility in terms of sample size and other features. It achieves these advantages by somewhat relaxing the criterion for steadiness of flow through the sample. This compromise entails an increase in measurement uncertainty but to a degree that is tolerable in most applications. We have tested this new approach with an easily constructed apparatus to establish a quasi-steady flow of water in unsaturated porous rock samples spinning in a centrifuge, obtaining measurements of unsaturated hydraulic conductivity and water retention that agree with results of other methods. The QSC method is adaptable to essentially any centrifuge suitable for hydrogeologic applications, over a wide range of sizes and operating speeds. The simplified apparatus and greater adaptability of this method expands the potential for exploring situations that are common in nature but have been the subject of few laboratory investigations.
Keywords
Hydraulic conductivity , Scale effect , hydraulic test , Fracture
Journal title
Water Resources Research
Serial Year
2005
Journal title
Water Resources Research
Record number
79626
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