The hydraulic conductivity (K) of a homogeneous clay/sand mix aquifer is 2x10-4 cm/sec. The hydraulic gradient (groundwater surface slope) of the phreatic (water table) aquifer is 0.08 and the aquifer's effective porosity is 0.25. Calculate the average velocity of a conservative contaminant discharged to this groundwater unit. Enter your answer rounded to the nearest tenth in meters/year. Example: 5.2 , 65.7, 224.3 would all be proper forms of your answer

Structural Analysis
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Chapter2: Loads On Structures
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The hydraulic conductivity (K) of a homogeneous clay/sand mix aquifer is   2x10-4  cm/sec.   The hydraulic gradient (groundwater surface slope) of the phreatic (water table) aquifer is 0.08 and the aquifer's effective porosity is 0.25.  

  • Calculate the average velocity of a conservative contaminant discharged to this groundwater unit.
  • Enter your answer rounded to the nearest tenth  in meters/year.  Example:   5.2 ,  65.7,   224.3   would all be proper forms of your answer 
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