The paper presents a short description of soil clogging processes during sewage infiltration as well as a simple theoretical model of sand clogging by suspended solids. The Kozeny-Carman equation was used to investigate the influence of the decreasing porosity due to clogging on the sand permeability. A comparison of the results obtained using the derived theoretical relationships with empirical data showed an acceptable agreement.
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Research Article| March 01 1997
Soil clogging phenomena in constructed wetlands with subsurface flow
Water Sci Technol (1997) 35 (5): 183–188.
Ryszard Blazejewski, Sadzide Murat-Blazejewska; Soil clogging phenomena in constructed wetlands with subsurface flow. Water Sci Technol 1 March 1997; 35 (5): 183–188. doi: https://doi.org/10.2166/wst.1997.0193
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