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K (m/s) = coefficient of permeability.
However, the coefficient of permeability and porosity rose.
Open image in new window Fig. 14 Coefficient of permeability of different starch concentrations.
The average range of coefficient of permeability was 4 × 10−4 – 2 × 10−5 cm/sec.
Open image in new window Fig. 15 Coefficient of permeability of each specimen.
The coefficient of permeability was determined with the help of Darcy's law.
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This indicates positive correlation between the coefficients of permeability and oxygen permeability indices for the various concrete samples.
Open image in new window Fig. 16 Relationship between coefficients of permeability and oxygen permeability indices with different concentrations of cassava starch in concrete.
Open image in new window Fig. 17 Relationship between coefficients of permeability and oxygen permeability indices with different concentrations of maize starch in concrete.
The relationship between coefficients of permeability and oxygen permeability indices for concrete samples with various concentrations of starch are presented in Figs. 16 and 17.
The presence of thick alluvium deposits with various coefficients of permeability along the foundation demonstrates a possible seepage problem after water impoundment in the reservoir.
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