Blake P. Tullis
Affiliations: | Civil and Environmental | Utah State University, Logan, UT, United States |
Area:
Civil Engineering, Environmental EngineeringGoogle:
"Blake Tullis"Cross-listing: E-Tree
Children
Sign in to add traineeBrian M. Crookston | grad student | 2010 | Utah State University |
Tyler G. Allen | grad student | 2014 | Utah State University |
Mohanad A. Khodier | grad student | 2014 | Utah State University (E-Tree) |
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Publications
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Lodomez M, Tullis B, Archambeau P, et al. (2020) Nappe oscillations on free-overfall structures, data from laboratory experiments Scientific Data. 7: 1-10 |
Tullis BP, Crookston BM, Brislin J, et al. (2020) Geometric Effects on Discharge Relationships for Labyrinth Weirs Journal of Hydraulic Engineering. 146: 4020066 |
Tullis BP, Barfuss SL. (2020) Recommendations for Teaching a Successful Design-Based Course: Hydraulic Structure Design Journal of Hydraulic Engineering. 146: 4019063 |
Tullis BP, Crookston BM, Young N. (2020) Scale Effects in Free-Flow Nonlinear Weir Head-Discharge Relationships Journal of Hydraulic Engineering. 146: 4019056 |
Crookston B, Erpicum S, Tullis B, et al. (2019) Hydraulics of Labyrinth and Piano Key Weirs: 100 Years of Prototype Structures, Advancements, and Future Research Needs Journal of Hydraulic Engineering. 145: 2519004 |
Lodomez M, Crookston B, Tullis B, et al. (2019) Mitigation Techniques for Nappe Oscillations on Free-Overfall Structures Journal of Hydraulic Engineering. 145: 4018086 |
Khodier MA, Tullis BP. (2018) Experimental and computational comparison of baffled-culvert hydrodynamics for fish passage Journal of Applied Water Engineering and Research. 6: 191-199 |
Dabling MR, Tullis BP. (2018) Modifying the downstream hydrograph with staged labyrinth weirs Journal of Applied Water Engineering and Research. 6: 183-190 |
Pedersen Ø, Fleit G, Pummer EM, et al. (2018) Reynolds-Averaged Navier-Stokes Modeling of Submerged Ogee Weirs Journal of Irrigation and Drainage Engineering-Asce. 144: 4017059 |
Dabling MR, Tullis BP. (2018) Labyrinth Weirs with Angled Approach Flow Journal of Hydraulic Engineering. 144: 6018014 |