Modeling the hydraulic characteristics of fully developed flow in corrugated steel pipe culverts

dc.contributor.authorToews, Jonathan Scott
dc.contributor.examiningcommitteeRuth, Douglas (Mechanical Engineering) Blatz, James (Civil Engineering) Tkach, Rob (Water Resources Engineer, Manitoba Hydro)en_US
dc.contributor.supervisorClark, Shawn (Civil Engineering)en_US
dc.date.accessioned2012-09-25T22:55:34Z
dc.date.available2012-09-25T22:55:34Z
dc.date.issued2012-09-25
dc.degree.disciplineCivil Engineeringen_US
dc.degree.levelMaster of Science (M.Sc.)en_US
dc.description.abstractThe process of fish migration within rivers and streams is important, especially during the spawning season which often coincides with peak spring discharges in Manitoba. Current environmental regulations for fish passage through culverts require that the average velocity be limited to the prolonged swimming speed of the fish species present. In order to examine the validity of this approach, physical model results were used to calibrate and test a commercially available Computational Fluid Dynamics (CFD) model. Detailed analysis showed that CFD models and the empirical equations used were both able to give a better representation of the flow field than the average velocity. However, the empirical equations were able to provide a more accurate velocity distribution within the fully developed region. A relationship was then developed, to estimate the cumulative percent area less than a threshold velocity within CSP culverts, to be used as a guideline during the design phase.en_US
dc.description.noteOctober 2012en_US
dc.identifier.urihttp://hdl.handle.net/1993/9149
dc.language.isoengen_US
dc.rightsopen accessen_US
dc.subjectculvertsen_US
dc.subjectthree-dimensional modelen_US
dc.subjecthydraulic modelen_US
dc.subjectfish passageen_US
dc.subjectempirical modelen_US
dc.titleModeling the hydraulic characteristics of fully developed flow in corrugated steel pipe culvertsen_US
dc.typemaster thesisen_US
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