“…After the MLD reformulation is performed, the complete sewer network model can be written in the following form: where X ( t ) contains all the system variables at the discrete‐time instant t , including states, inputs, outputs and binary variables arising from the MLD reformulation. Matrices M i and N i , , where T is the maximum system delay, contain the coefficients of the system equations and MLD inequalities computed using the network topology description and the element parameters [ Joseph‐Duran et al ., ; Joseph‐Duran , ]. Finally, vectors m ( t ) and n ( t ) contain the influence of both rain inflows and constants introduced in the MLD reformulation.…”