摘要：This paper presents the results of hydrodynamic modeling of
urbanized catchment, where rainwater harvesting systems (RWH) was
applied. The catchment model was developed in the Storm Water
Managment Model program and RWH was simulated as one of the LID
practices available in this program - rain barrels (RB). The research was
carried out for various rain barrels implementation scenarios (50% -100%)
in a single-family housing estate. However, the results of the research
showed that the use of rain barrels (RB) to capture rainwater discharged
from the roof of buildings was not effective in significantly reducing the
outflow of water from the catchment, and thus reducing the occurrence of
pressure flows in the analyzed sewage system.
其他摘要：This paper presents the results of hydrodynamic modeling of urbanized catchment, where rainwater harvesting systems (RWH) was applied. The catchment model was developed in the Storm Water Managment Model program and RWH was simulated as one of the LID practices available in this program - rain barrels (RB). The research was carried out for various rain barrels implementation scenarios (50% -100%) in a single-family housing estate. However, the results of the research showed that the use of rain barrels (RB) to capture rainwater discharged from the roof of buildings was not effective in significantly reducing the outflow of water from the catchment, and thus reducing the occurrence of pressure flows in the analyzed sewage system.
