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dc.contributor.advisorKevern, John T.eng
dc.contributor.advisorRichardson, Jerry R. (Jerry Ray)eng
dc.contributor.authorStochl, Monica Reneeng
dc.date.issued2015eng
dc.date.submitted2015 Summereng
dc.descriptionTitle from PDF of title page, viewed on September 9, 2015eng
dc.descriptionThesis advisor: John T. Kevern and Jerry Richardsoneng
dc.descriptionVitaeng
dc.descriptionIncludes bibliographic references (pages 97-100)eng
dc.descriptionThesis (M.S.)--School of Computing and Engineering. University of Missouri--Kansas City, 2015eng
dc.description.abstractStormwater management and design was developed to reduce the impacts of runoff due to the increase in urbanization and impervious area in the hydrologic system. Stormwater management takes many different forms, including Best Management Practices (BMP). BMPs include both non-structural and structural practices (McCall III, 2014). The focus of this thesis is on the structural BMP, Permeable Interlocking Concrete Pavement (PICP). PICP is a type of pervious pavement that will increase the amount of water infiltrated through joint spacing filled with open graded aggregate above an open-graded base and sub-base, creating a stormwater storage and infiltration (Interlocking Concrete Pavement Institute, 2014). The reduction of runoff from increasing storage and infiltration, also reduces the amount of pollution that would enter nearby water bodies (Environmental Protection Agency, 1999). Laboratory testing was conducted on a PICP section with at a variety of slopes and spacing. The laboratory results are presented in Amanda Leipard’s 2015 Thesis, “Hydraulic Characterization of Permeable Interlocking Concrete Pavement”. The results found the horizontal infiltrate rate for each variation lower than the corresponding vertical infiltration rate. A computational design tool was built for PICP based on relative storm information and site information to determine the hydraulic characteristics the site can attain.eng
dc.description.tableofcontentsOverview -- Literature review -- PICP testing and hydraulic design -- Clogging -- Hydraulic design tool owner's manual -- Design tool examples -- Conclusion and research opportunities -- Appendix A. Hydraulic calculations -- Appendix B. Performance curves -- Appendix C. Storm intensity tableseng
dc.formatxii, 101 pageseng
dc.identifier.urihttps://hdl.handle.net/10355/46701eng
dc.subject.lcshRunoff -- Management.eng
dc.subject.lcshPavements, Concreteeng
dc.subject.lcshPavements, Porouseng
dc.subject.lcshPavements, Precast concreteeng
dc.subject.otherThesis -- University of Missouri--Kansas City -- Engineeringeng
dc.titleHydraulic Design of Interlocking Concrete Permeable Pavementeng
dc.typeThesiseng
thesis.degree.disciplineCivil Engineering (UMKC)eng
thesis.degree.grantorUniversity of Missouri--Kansas Cityeng
thesis.degree.levelMasterseng
thesis.degree.nameM.S.eng


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