Hi all, In the flow analysis, the cross-section is cut through (2,11) and (5,11) for qy and iy as shown below. This is the homogeneous soil with kx=ky=0.6221 m/day. here q=ki and left side of flow qleft = iyleft * k = 0.2063 * 0.6221 = 0.12834…

Hello, I am attempting to model flow coming out of a probe laterally, which is driven underground. The model itself doesn't need to be during the driving phase, just how the flow leaves the flow laterally and how/ where it flows into the adjacent soil…