Khosla Derived Expression for Exit Gradient evaluator uses Exit Gradient = (Total Seepage Head/Depth of Floor)*(1/(3.14*sqrt(Constant Value for Exit Gradient))) to evaluate the Exit Gradient, The Khosla Derived Expression for Exit Gradient formula is defined as the soil grain remaining stable; the submerged weight of the soil grain should be more than this upward force. This force at any point is proportional to the gradient of the pressure of water at that point. Exit Gradient is denoted by GE symbol.
How to evaluate Khosla Derived Expression for Exit Gradient using this online evaluator? To use this online evaluator for Khosla Derived Expression for Exit Gradient, enter Total Seepage Head (H), Depth of Floor (d) & Constant Value for Exit Gradient (λ) and hit the calculate button.