Hydrological modelling of a recycling facility and landfill
A parsimonious lumped model for simulating a catchment composed of a landfill and recycling facility were developed. The modelling results showed an acceptable conformity with the observed values with NSE of 0.54 and R2 of 0.56 in hourly simulations, though the results were characterized by a general underestimation. The results of the daily accumulated values showed a greater compliance with the
