\text { 4. What is the flowrate (cfs) due to infiltration at elevation } 5.0 \text { feet if } K \text { (ft/day) }=5.0 ? \text { (a) }<0.5

\text { cfs (b) } 0.5-2 \text { cfs (c) } 2-4 \text { cfs (d) }>4 \text { cfs } \text { Darcy's Law- Q (cfs) }=K^{\star} i^{\star} A K (ft/s) is the hydraulic conductivity • i = dH/dL = 1%3D A (sf) is the area at the elevation in question