Dissertação
Avaliação dos parâmetros do modelo Kineros 2 para simulação hidrossedimentológica em duas pequenas bacias hidrográficas
Fecha
2008-10-31Registro en:
DARONCO, Giuliano Crauss. Parameters assessment of the Kineros-2 model for hydrosedimentological simulation in two small catchment areas. 2008. 120 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2008.
Autor
Daronco, Giuliano Crauss
Institución
Resumen
The aim of this research is to evaluate the parameters of Kineros-2 model to the
periurban catchments areas Alto da Colina II and Sítio do Tio Pedro, two little
cachtments of Vacacai-Mirim river, in Santa Maria, RS state through the parameters
variations involved in the calibration, trying to reach a better representation of the
processes of the rainwater drainage. The catchments areas Alto da Colina II and
Sítio do Tio Pedro are 1.44 km2 and 0.39 km2 as well as 3.82% and 13.09% of
impermeable area respectively. The catchments area of Alto da Colina II was
discretizated in 22 elements, which were 15 flats and 7 canals. The catchments area
of Sítio do Tio Pedro was discretizated in 10 elements, which were 7 flats and 3
canals. The main focus of this work was the calibration of selected events to the
respective catchments areas and the understanding of the parameters involved in the
simulations. Five events rainy for each of the two catchements studied,
corresponding to events used by Bastos (2007), obtained from Belló (2004) and
Carvalho (2003) for the evaluation of the model SWMM. The physical characteristics
and the use and occupancy of the soil were obtained from Bellinaso (2003) and
Carvalho (2003). The cross sections representing stretches of stream, were obtained
from survey conducted by MELLER (2004). The results obtained in the calibration of
parameters were satisfactory. For the discretization adopted in the Alto da Colina II
cachtmet has obtained an average coefficient of determination between the
calculated and observed from 0.92 to 0.78 for flow and sediment totals. In
discretization applied to the Sítio do Tio Pedro Cachtment, the determination
coefficient average of 0.78 was found to flow and sediment to total one can not
calculate the determination coefficient because the small size of the cachtment.