function K_suddenContraction extends TRANSFORM.Icons.Function; input SI.Area crossAreas[2] = {0.5, 1.0} "Cross-sectional areas (order does not matter)"; input SI.ReynoldsNumber Re "Reynolds number"; input Units.NonDim CFs[2] = {1.0, 1.0} "Correction factor {laminar/transition,turbulent}"; output Units.NonDim K "Resistance coefficient"; end K_suddenContraction;