Calculate hydraulic gradient i = Δh/L for groundwater and pipe flow. Determine piezometric surface slope, seepage velocity, and critical gradient for piping failure in embankment dams.
2D stress state at a point. All stresses in MPa.
Enter the values for the patient or scenario you are assessing. Calculate hydraulic gradient i = Δh/L for groundwater and pipe flow. Determine piezometric surface slope, seepage velocity, and critical gradient for piping failure in embankment dams. Use the hydraulic gradient result to inform your clinical assessment.