HEC-RAS Hydraulic Reference Manual Theoretical Basis for One-Dimensional and Two-Dimensional Hydrodynamic Calculations 1D Unsteady Flow Hydrodynamics Implicit Finite Difference Scheme Current: Equivalent Flow Path PDF Download PDF Download page Equivalent Flow Path. Current page All pages Equivalent Flow Path The equivalent flow path is given by: 1) \Delta x_e = \displaystyle \frac{\overline{A} _c \overline{S} _{fc} \Delta x_c + \overline{A} _f \overline{S} _{ff} \Delta x_f}{\overline{A} _f \overline{S} _{f}} If we assume: 2) \overline{\phi} = \displaystyle \frac{\overline{K} _c}{\overline{K} _c + \overline{K} _f} where \overline{\phi} is the average flow distribution for the reach, then: 3) \Delta x_e = \displaystyle \frac{\overline{A} _c \Delta x_c + \overline{A} _f \Delta x_f}{\overline{A} _f} Since \Delta x_e is defined explicitly: 4) \Delta x_{ej} = \displaystyle \frac{(A_{cj} + A_{cj+1}) \Delta x_{cj} + (A_{fj} + A_{fj+1}) \Delta x_{fj}}{A_j + A_{j+1}} ×