• Proceedings of the Korean Society of Precision Engineering Conference
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• 1997.10a
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• pp.299-302
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• 1997

The pressure ripples are inevitabilitily generated by a fluctuation of flow rate caused pump mechanism, which occur noises, vibrations, and affect a control performance in tluid pipeline. The method for reduction of pressure ripples has been normally used a accumulator which is installed near the pump generating the pressure ripples. This paper introduces the parallel pipeline as a method to reduce pressure ripples in tluid pipeline, and confirms the usefulness of it in reducing the pressure ripples as compared with the fluid pipeline with a accumulator using AMESim(Advanced Modeling Environment for Simulations) Software.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.3
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• pp.841-847
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• 2014

Urban runoff models have been continuously developing with concerns for urban flood. Recently, models that be able to quantitatively analyze surface inundation caused by overflowed water from storm sewer were also developed by coupling 1-dimensional sewer model and 2-dimensional surface flow model. However, only overflowed water from storm sewer can be analyzed by the models have been developed until now. They are limited to be not able to analyze surface inundation caused by surface runoff that could not flow into the storm sewer. In order to overcome the limitation, basin-overlap method was devised adding a dummy 1-dimensional sewer layer to the model, so it can consider the efficiency of inflow to the storm sewer system. XP-SWMM 2011 is applied for urban runoff model and the flood event occurred on July 27, 2011 in basin-shaped Sadangcheon watershed is chosen for study inundation event. According to simulation results basin-overlap method reappear the observed inundation event more precisely than traditional method. This results suggest that drainage system has to be improved for reducing inundation caused by surface runoff and would be used as considerations for planning an urban basin design magnitude.