| Head-discharge relationships for submerged labyrinth weirs BP Tullis, JC Young, MA Chandler Journal of hydraulic engineering 133 (3), 248-254, 2007 | 207 | 2007 |
| Labyrinth weirs BM Crookston, B Tullis Hydraulic Structures 59, 2010 | 198 | 2010 |
| Hydraulic design and analysis of labyrinth weirs. I: Discharge relationships BM Crookston, BP Tullis Journal of Irrigation and Drainage Engineering 139 (5), 363-370, 2013 | 191 | 2013 |
| Piano key weir hydraulics and labyrinth weir comparison RM Anderson, BP Tullis Journal of Irrigation and Drainage Engineering 139 (3), 246-253, 2013 | 150 | 2013 |
| Comparison of piano key and rectangular labyrinth weir hydraulics RM Anderson, BP Tullis Journal of Hydraulic Engineering 138 (4), 358-361, 2012 | 138 | 2012 |
| Arced labyrinth weirs BM Crookston, BP Tullis Journal of Hydraulic Engineering 138 (6), 555-562, 2012 | 118 | 2012 |
| Labyrinth weirs: Nappe interference and local submergence BM Crookston, BP Tullis Journal of Irrigation and Drainage Engineering 138 (8), 757-765, 2012 | 114 | 2012 |
| Scale effects in physical piano key weirs models S Erpicum, BP Tullis, M Lodomez, P Archambeau, BJ Dewals, M Pirotton Journal of Hydraulic Research 54 (6), 692-698, 2016 | 109 | 2016 |
| Hydraulic design and analysis of labyrinth weirs. II: Nappe aeration, instability, and vibration BM Crookston, BP Tullis Journal of irrigation and drainage engineering 139 (5), 371-377, 2013 | 105 | 2013 |
| Free-flow discharge estimation method for Piano Key weir geometries BM Crookston, RM Anderson, BP Tullis Journal of Hydro-Environment Research 19, 160-167, 2018 | 91 | 2018 |
| Discharge efficiency of reservoir-application-specific labyrinth weirs BM Crookston, BP Tullis Journal of irrigation and drainage engineering 138 (6), 564-568, 2012 | 81 | 2012 |
| Debris-blocking sensitivity of piano key weirs under reservoir-type approach flow M Pfister, D Capobianco, B Tullis, AJ Schleiss Journal of Hydraulic Engineering 139 (11), 1134-1141, 2013 | 77 | 2013 |
| Influence of Piano Key Weir geometry on discharge RM Anderson, B Tullis Proceedings of the international conference labyrinth and piano key weirs, 75-80, 2011 | 75 | 2011 |
| Hydraulics of labyrinth and piano key weirs: 100 years of prototype structures, advancements, and future research needs BM Crookston, S Erpicum, BP Tullis, F Laugier Journal of Hydraulic Engineering 145 (12), 02519004, 2019 | 67 | 2019 |
| Laboratory study of fish passage and discharge capacity in slip-lined, baffled culverts AH Olsen, BP Tullis Journal of Hydraulic Engineering 139 (4), 424-432, 2013 | 62 | 2013 |
| Fish guidance structures: Hydraulic performance and fish guidance efficiencies I Albayrak, RM Boes, CR Kriewitz-Byun, A Peter, BP Tullis Journal of Ecohydraulics 5 (2), 113-131, 2020 | 59 | 2020 |
| Piano key weir submergence in channel applications MR Dabling, BP Tullis Journal of Hydraulic Engineering 138 (7), 661-666, 2012 | 54 | 2012 |
| Performance of submerged ogee-crest weir head-discharge relationships BP Tullis, J Neilson Journal of Hydraulic Engineering 134 (4), 486-491, 2008 | 43 | 2008 |
| Behavior of submerged ogee crest weir discharge coefficients BP Tullis Journal of Irrigation and Drainage Engineering 137 (10), 677-681, 2011 | 42 | 2011 |
| Staged labyrinth weir hydraulics MR Dabling, BP Tullis, BM Crookston Journal of Irrigation and Drainage Engineering 139 (11), 955-960, 2013 | 41 | 2013 |
