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Blake J. Landry, Ph.D.

Affiliations: 
2011 Civil & Environmental Eng University of Illinois, Urbana-Champaign, Urbana-Champaign, IL 
Area:
Civil Engineering, Marine and Ocean Engineering
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"Blake Landry"
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Marcelo H. Garcia grad student 2011 UIUC
 (Sand bed morphodynamics under water waves and vegetated conditions.)

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Publications

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Schmidt S, Shah S, Moaveni M, et al. (2017) Railway Ballast Permeability and Cleaning Considerations Transportation Research Record. 2607: 24-32
Oberg N, Schmidt AR, Landry BJ, et al. (2017) Improved understanding of combined sewer systems using the Illinois Conveyance Analysis Program (ICAP) Urban Water Journal. 14: 811-819
Quijano JC, Zhu Z, Morales V, et al. (2016) Three-dimensional model to capture the fate and transport of combined sewer overflow discharges: A case study in the Chicago Area Waterway System. The Science of the Total Environment. 576: 362-373
Zhu Z, Oberg N, Morales VM, et al. (2016) Integrated urban hydrologic and hydraulic modelling in Chicago, Illinois Environmental Modelling and Software. 77: 63-70
Calantoni J, Landry BJ, Penko AM. (2013) Laboratory observations of sand ripple evolution using bimodal grain size distributions under asymmetric oscillatory flows Journal of Coastal Research. 1497-1502
Cataño-Lopera YA, Landry BJ, Abad JD, et al. (2013) Experimental and numerical study of the flow structure around two partially buried objects on a deformed bed Journal of Hydraulic Engineering. 139: 269-283
Landry BJ, Hancock MJ, Mei CC, et al. (2012) WaveAR: A software tool for calculating parameters for water waves with incident and reflected components Computers and Geosciences. 46: 38-43
Cataño-Lopera YA, Landry BJ, García MH. (2011) Scour and burial mechanics of conical frustums on a sandy bed under combined flow conditions Ocean Engineering. 38: 1256-1268
Hancock MJ, Landry BJ, Mei CC. (2008) Sandbar formation under surface waves: Theory and experiments Journal of Geophysical Research: Oceans. 113
Liu X, Landry BJ, García MH. (2008) Two-dimensional scour simulations based on coupled model of shallow water equations and sediment transport on unstructured meshes Coastal Engineering. 55: 800-810
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