Fig. 1. Schematic illustration of volume fractions of fine particles
Fig. 3. Comparison of normalized hydraulic conductivity as a function of clogging fine particles (ø=0.37)
Fig. 4. Numerical results for hydraulic gradient ih=0.55. (a) Variation of attached fines σa at different locations with time. (b) Change of fine concentration ce in the fluid with time
Fig. 2. (a) Determination of maximum fine retention function from one dimensional seepage flow test (Sterpi, 2003). (b) Variation of fine erosion coefficient Kd with hydraulic gradient ih, (c) Comparison between experimental results and a developed model of fine particle erosions with time
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