1. a) For the constant head permeameter set-up shown below plot to scale elevation head, pore water pressure head and to
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1. a) For the constant head permeameter set-up shown below plot to scale elevation head, pore water pressure head and to
1. a) For the constant head permeameter set-up shown below plot to scale elevation head, pore water pressure head and total head along the height of the the sample if water levels on both sides are kept constant. The column permeameter and determine graphically the direction of the water flow through diameter is 1.5 m. [50%] b) Determine the value of the coefficient of permeability in the set-up shown below, if the time required to collect 300 ml is 3 minutes and 45 seconds. You may assume that: K= V where all terms retain their usual meaning. Aht [50%] 2m 4m Soil Overflow 3m 3m III Γ.Ι.Τ.