The water movement of the sewer collectors is of a non-permanent type because of the variation in flow over time.Non-permanent movement in collectors is mathematically modelled by the Saint Venant equations.To solve the equation system,the characteristic method was used,provided that both equations are quasi-linear in the unknown h and Q.Non-dynamic contouring conditions are given by the hydraulic feature of the collectors/tanks located on the collector.Dynamic contour conditions are rendered by the collector-specific equations(river level effluent hydrograph,manoeuvring parameters of the boiler,manoeuvring characteristics at pumping stations,etc.).For the mathematical model implementation,a computational program was developed in the Matlab programming environment(Variation Gradual Collector Program).The program was used to simulate the non-permanent movement in the main sewerage collector”Cacaina”from the sewerage network of the city of Iasi.The simulation of the non-permanent movement was done in two collector evacuation scenarios(gravity and pumping).The analysis of the results obtained for scenario 2 highlights the differential operation of the eight collector sections separated by the side feeders.Simulation of the movement has highlighted the exceeding of the minimum and maximum values of the parameters imposed by the operating rules.
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