Publication:
Modeling load effects of water on coastal structures using STAR CCM+ software

dc.contributor.advisor López-Rodríguez, Ricardo R.
dc.contributor.author Cueto-Alvarado, Kevin
dc.contributor.college College of Engineering en_US
dc.contributor.committee Pagán, Ismael
dc.contributor.committee Guevara, José O.
dc.contributor.department Department of Civil Engineering en_US
dc.contributor.representative Arroyo, José R.
dc.date.accessioned 2019-08-13T17:24:20Z
dc.date.available 2019-08-13T17:24:20Z
dc.date.issued 2019-07-11
dc.description.abstract Global warming brings as consequence an alteration in precipitation and increase in the sea water level. These consequences generate flood loads in structures near to the coast. The forces generated by these floods are: hydrostatic forces, hydrodynamic forces and wave forces. These loads are considered in The Coastal Construction Manual FEMAP P-55 (2011) and Minimum Design Loads and Associated Criteria for Building and Other Structures ASCE 7-16 (2017). A modeling of flood loads was developed for structures near coastal zones using the STAR CCM+ software. This research work was undertaken to help determine if the STAR CCM + software is a reliable tool to calculate pressures and forces exerted by coastal flood on exposed structures. The methodology used for evaluation of software capability included preparing and executing a total of 18 simulations considering hydrodynamic loads and waves loads. The parameters of flood depth and flood water velocities were varied over two different structures. The forces derived from obtained software pressures were compared with the equations of hydrodynamic loads and breaking waves loads contained in the ASCE 7-16 and FEMA P-55 documents. Comparisons with FEMA P-55 showed percent differences from 37% to 148% for the continuous wall structure and differences from 1% to 535% for the structure of columns with spacing between them. When compared with ASCE 7-16, differences from 4% to 36% were obtained for continuous walls and differences from 28% to 172% for columns with spacing between them. The results showed that the STAR CCM + software is a reliable tool with the advantage that can consider multiple geometry options which significantly expands the ability to consider load distributions more viable and realistic than analytical solutions. en_US
dc.description.graduationSemester Summer en_US
dc.description.graduationYear 2020 en_US
dc.description.sponsorship This material is based upon work supported by the U.S. Department of Homeland Security under Grant Award Number 2015-ST-061-ND0001-01. en_US
dc.identifier.uri https://hdl.handle.net/20.500.11801/2513
dc.language.iso en en_US
dc.rights CC0 1.0 Universal *
dc.rights.holder (c) 2019 Kevin Cueto Alvarado en_US
dc.rights.uri http://creativecommons.org/publicdomain/zero/1.0/ *
dc.subject STAR CCM+ en_US
dc.subject Computational Fluid Dynamics en_US
dc.subject.lcsh Flood damage prevention en_US
dc.subject.lcsh Coastal zone management en_US
dc.subject.lcsh STAR CCM+ en_US
dc.subject.lcsh Sea level en_US
dc.subject.lcsh Hydrodynamics en_US
dc.subject.lcsh Waves en_US
dc.title Modeling load effects of water on coastal structures using STAR CCM+ software en_US
dc.type Thesis en_US
dspace.entity.type Publication
thesis.degree.discipline Civil Engineering en_US
thesis.degree.level M.S. en_US
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