DOI: 10.17077/etd.x52rw6gi
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Application of numerical models for improvement of flood preparedness

Abstract: Jesse Piotrowski has also provided a great deal of technical support in the development of models and software. Brian Miller and Mark Wilson provided prompt computer and systems support. I would also like to thank my committee members, Drs. Witek Krajewski and A. Allen Bradley Jr. for their contributions and sharing of their expertise. Support of the Iowa Flood Center has made completion of this thesis possible. I would like to acknowledge my parents for their support and sacrifices. They have given much so th… Show more

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Cited by 5 publications
(1 citation statement)
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“…The hydraulic model setup was done as preparing the drainage system in MIKE-11 and MIKE-21 conjunctively [13]. The hydraulic geometry and boundaries of the active channels and drains were incorporated in MIKE 11 and the topographic (bathymetry) grid file of the overland surface in the urban area was composed in MIKE-21 [14].…”
Section: Hydraulic Flood Inundation Simulationmentioning
confidence: 99%
“…The hydraulic model setup was done as preparing the drainage system in MIKE-11 and MIKE-21 conjunctively [13]. The hydraulic geometry and boundaries of the active channels and drains were incorporated in MIKE 11 and the topographic (bathymetry) grid file of the overland surface in the urban area was composed in MIKE-21 [14].…”
Section: Hydraulic Flood Inundation Simulationmentioning
confidence: 99%