PA Lateral open Drain and Tile Drains are Constructed in the farm. If S= 0.000625 n = 0.02 (/m), Z=2.5, Y=0.6 (m) and B = 1.2 (m), LL= 1000 (m), S = 100 (m). Calculate value of water flow rate in each Tile Drain @Tile (m³/d).

Refer to Figure 7.24. The following data were collected during the field permeability measurement of a confined aquifer using a pumping test. Determine the hydraulic conductivity of the permeable layer. Use Eq. (7.49). Thickness of the aquifer, H = 4.5 m Piezometric level and radial distance of the first observation well: h1 = 2.9 m; r1 = 17.8 m Piezometric level and radial distance of the second observation well: h2 = 1.8 m; r2 = 8.1 m Rate of discharge from pumping, q = 0.5 m3/min