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Therefore, the clogging process is inevitable.
Whilst it is evident that clogging determines the design lifespan of infiltration systems, quantitative understanding of the clogging process is currently very limited.
However, the use of suitable porous filtration materials, responsible maintenance of pretreatment units and suitable loadings of organics and suspended solids may greatly slow down the clogging process.
The fracture's transmissivity was reduced by as much as 97% relative to the initial value, with no leveling off of the clogging process.
Bed capacity, expressed in weight of accumulated material per unit of bed volume, and bed hydraulic conductivity, expressed in velocity terms, are suggested to effectively represent bed retention ability and the clogging process in deep-bed filtration.
Its analysis reveals a competition between local scales and large scales amplified by the variation rate of the porosity, so that we have to distinguish the clogging process at short times and at long times.
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This study focuses on clogging processes due to mineral precipitation in porous reservoir rocks, i.e., sandstone.
A laboratory study was therefore undertaken to better understand physical clogging processes, with the ultimate aim of developing a clogging model for stormwater infiltration systems.
Despite being a major determinant in the lifespan of porous pavements, there is limited information on the physical clogging processes through these systems.
An experimental field study was performed to investigate riverbed clogging processes and associated monitoring approaches near a dam-controlled riverbank filtration facility in Northern California.
The aim of this study was to evaluate the effect of different horizontal constructed wetland (CW) design parameters on solids distribution, loss of hydraulic conductivity over time and hydraulic behaviour, in order to assess clogging processes in wetlands.
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