I am using MU 2014 version for modeling Wastewater Collection systems. In this exercise, first I need to enter the average daily flows to each node. then it is required to simulate the model with the peak flows calculated as per Merrimack Equation (Qp=2.656xQa^0.879: where Qp=peak flow in Million liter/day, Qa=average flow in Million liter/day). This peak flow should be calculated by the MU model.
Could you please let me know how the Merrimack peak flow is modeled in the MU?