{"id":{"repo_id":"umkc","oai_identifier":"oai:mospace.umsystem.edu:10355/46558"},"canonical_url":"https://search.dev.ndltd.org/etd/umkc/oai:mospace.umsystem.edu:10355/46558","repository":{"repo_id":"umkc","name":"University of Missouri - Kansas City","base_url":"https://mospace.umsystem.edu/oai/request"},"display":{"title":"Hydraulic Characterization of Interlocking Concrete Permeable Pavement","abstract":"The environmental benefits of permeable pavements are vast and include stormwater quantity reduction, stormwater quality improvement, urban heat island mitigation, and groundwater recharge, among others. Permeable Interlocking Concrete Pavements, PICP explicitly infiltrate water, a new concept to engineering practice for pavements. This technology as a load-carrying surface has not yet been fully characterized nor has the decades of design and performance experience of conventional pavements. This research project developed a hydraulic design methodology for PICPs. Test sections were evaluated in a two layer hydraulic flume to determine horizontal infiltration rates, and overflow rates for various block spacing, patterns, and across a broad range of pavement cross slopes. Results demonstrated the infiltration rate of the PICPs exposed to horizontal sheet flow was significantly lower than the measured vertical infiltration rate which is currently used in field verification. The results also showed that the infiltration rates are inversely related to the cross slope of the pavement. Additional research included permeable concrete pavement as an alternative sub-base and clogging tests which included the creation of synthetic stormwater for PICP was completed and analyzed.","abstract_html":"The environmental benefits of permeable pavements are vast and include stormwater quantity reduction, stormwater quality improvement, urban heat island mitigation, and groundwater recharge, among others. Permeable Interlocking Concrete Pavements, PICP explicitly infiltrate water, a new concept to engineering practice for pavements. This technology as a load-carrying surface has not yet been fully characterized nor has the decades of design and performance experience of conventional pavements. This research project developed a hydraulic design methodology for PICPs. Test sections were evaluated in a two layer hydraulic flume to determine horizontal infiltration rates, and overflow rates for various block spacing, patterns, and across a broad range of pavement cross slopes. Results demonstrated the infiltration rate of the PICPs exposed to horizontal sheet flow was significantly lower than the measured vertical infiltration rate which is currently used in field verification. The results also showed that the infiltration rates are inversely related to the cross slope of the pavement. Additional research included permeable concrete pavement as an alternative sub-base and clogging tests which included the creation of synthetic stormwater for PICP was completed and analyzed.","abstract_has_math":false,"creators":["Leipard, Amanda Rene"],"institution":"University of Missouri--Kansas City","degree_name":"M.S.","degree_level":"Masters","degree_discipline":"Civil Engineering (UMKC)","degree_department":null,"school":null,"contributors":[],"advisors":["Kevern, John T."],"committee_chairs":[],"committee_members":[],"year":2015,"date_issued":"2015-08-12","date_published":"2015-08-12","updated_at":"2026-07-24T05:18:34Z","subjects":[],"languages":["eng"],"rights":[],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"https://hdl.handle.net/10355/46558","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Kevern, John T."]},{"key":"dc:creator","label":"Author","values":["Leipard, Amanda Rene"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2015-08-12T13:23:05Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2015-08-12T13:23:05Z"]},{"key":"dc:date.issued","label":"Date","values":["2015-08-12"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil Engineering (UMKC)"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["M.S."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Missouri--Kansas City"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["eng"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["https://hdl.handle.net/10355/46558"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Title from PDF of title page, viewed on August 17, 2015","Thesis advisor: John T. Kevern","Vita","Includes bibliographic references (pages 138-141)","Thesis (M.S.)--School of Computing and Engineering. University of Missouri--Kansas City, 2015"]},{"key":"dc:description.abstract","label":"Abstract","values":["The environmental benefits of permeable pavements are vast and include stormwater quantity reduction, stormwater quality improvement, urban heat island mitigation, and groundwater recharge, among others. Permeable Interlocking Concrete Pavements, PICP explicitly infiltrate water, a new concept to engineering practice for pavements. This technology as a load-carrying surface has not yet been fully characterized nor has the decades of design and performance experience of conventional pavements. This research project developed a hydraulic design methodology for PICPs. Test sections were evaluated in a two layer hydraulic flume to determine horizontal infiltration rates, and overflow rates for various block spacing, patterns, and across a broad range of pavement cross slopes. Results demonstrated the infiltration rate of the PICPs exposed to horizontal sheet flow was significantly lower than the measured vertical infiltration rate which is currently used in field verification. The results also showed that the infiltration rates are inversely related to the cross slope of the pavement. Additional research included permeable concrete pavement as an alternative sub-base and clogging tests which included the creation of synthetic stormwater for PICP was completed and analyzed."]},{"key":"dc:title","label":"Title","values":["Hydraulic Characterization of Interlocking Concrete Permeable Pavement"]}]}],"canonical_facts":{"dc:contributor.advisor":["Kevern, John T."],"dc:creator":["Leipard, Amanda Rene"],"dc:date.accessioned":["2015-08-12T13:23:05Z"],"dc:date.available":["2015-08-12T13:23:05Z"],"dc:date.issued":["2015-08-12"],"dc:description":["Title from PDF of title page, viewed on August 17, 2015","Thesis advisor: John T. Kevern","Vita","Includes bibliographic references (pages 138-141)","Thesis (M.S.)--School of Computing and Engineering. University of Missouri--Kansas City, 2015"],"dc:description.abstract":["The environmental benefits of permeable pavements are vast and include stormwater quantity reduction, stormwater quality improvement, urban heat island mitigation, and groundwater recharge, among others. Permeable Interlocking Concrete Pavements, PICP explicitly infiltrate water, a new concept to engineering practice for pavements. This technology as a load-carrying surface has not yet been fully characterized nor has the decades of design and performance experience of conventional pavements. This research project developed a hydraulic design methodology for PICPs. Test sections were evaluated in a two layer hydraulic flume to determine horizontal infiltration rates, and overflow rates for various block spacing, patterns, and across a broad range of pavement cross slopes. Results demonstrated the infiltration rate of the PICPs exposed to horizontal sheet flow was significantly lower than the measured vertical infiltration rate which is currently used in field verification. The results also showed that the infiltration rates are inversely related to the cross slope of the pavement. Additional research included permeable concrete pavement as an alternative sub-base and clogging tests which included the creation of synthetic stormwater for PICP was completed and analyzed."],"dc:identifier.uri":["https://hdl.handle.net/10355/46558"],"dc:language.iso":["eng"],"dc:title":["Hydraulic Characterization of Interlocking Concrete Permeable Pavement"],"dc:type":["Thesis"],"thesis:degree_discipline":["Civil Engineering (UMKC)"],"thesis:degree_level":["Masters"],"thesis:degree_name":["M.S."],"thesis:institution_name":["University of Missouri--Kansas City"]},"updated_at":"2026-07-24T05:18:34Z"}