| Year |
Citation |
Score |
| 2018 |
Ibrahim A, Steffler P, She Y. Comparison of a vertically-averaged and a vertically-resolved model for hyporheic flow beneath a pool-riffle bedform Journal of Hydrology. 557: 688-698. DOI: 10.1016/J.Jhydrol.2017.12.063 |
0.468 |
|
| 2017 |
Chen X, Zhu DZ, Steffler PM. Secondary currents induced mixing at channel confluences Canadian Journal of Civil Engineering. 44: 1071-1083. DOI: 10.1139/Cjce-2016-0228 |
0.498 |
|
| 2017 |
Qian Y, Zhu DZ, Zhang W, Rajaratnam N, Edwini-Bonsu S, Steffler P. Air Movement Induced by Water Flow with a Hydraulic Jump in Changing Slope Pipes Journal of Hydraulic Engineering. 143: 04016092. DOI: 10.1061/(Asce)Hy.1943-7900.0001252 |
0.455 |
|
| 2014 |
Jin Y, Hilker FM, Steffler PM, Lewis MA. Seasonal invasion dynamics in a spatially heterogeneous river with fluctuating flows. Bulletin of Mathematical Biology. 76: 1522-65. PMID 24889133 DOI: 10.1007/S11538-014-9957-3 |
0.496 |
|
| 2012 |
Zobeyer H, Steffler P. Modelling plane open-channel flows by coupled depth-averaged and RANS equations Journal of Hydraulic Research. 50: 82-88. DOI: 10.1080/00221686.2011.636636 |
0.544 |
|
| 2012 |
Ali MM, Steffler P. Effect of Friction on Spurious Oscillations in Open Channel Modeling with Variable Bathymetry or Roughness Journal of Hydraulic Engineering. 138: 695-706. DOI: 10.1061/(Asce)Hy.1943-7900.0000577 |
0.5 |
|
| 2011 |
Vasquez JA, Millar RG, Steffler PM. Vertically-averaged and moment model for meandering river morphology Canadian Journal of Civil Engineering. 38: 921-931. DOI: 10.1139/l11-063 |
0.45 |
|
| 2011 |
Dow Ambtman KE, Steffler PM, Hicks FE. Analysis of the stability of floating ice blocks Journal of Hydraulic Engineering. 137: 412-422. DOI: 10.1061/(Asce)Hy.1943-7900.0000316 |
0.356 |
|
| 2011 |
Ambtman KED, Hicks FE, Steffler PM. Experimental investigation of the pressure distribution beneath a floating ice block Journal of Hydraulic Engineering. 137: 399-411. DOI: 10.1061/(Asce)Hy.1943-7900.0000315 |
0.364 |
|
| 2011 |
Ibrahim AA, Steffler PM. A coupled surface water/groundwater model to evaluate residence time and location of the hyporheic flow in a pool and riffle sequence Proceedings, Annual Conference - Canadian Society For Civil Engineering. 4: 3395-3404. |
0.33 |
|
| 2009 |
Dow KE, Steffler PM, Zhu DZ. Case study: Intermediate field mixing for a bank discharge in a natural river Journal of Hydraulic Engineering. 135: 1-12. DOI: 10.1061/(Asce)0733-9429(2009)135:1(1) |
0.472 |
|
| 2009 |
She Y, Hicks F, Steffler P, Healy D. Constitutive model for internal resistance of moving ice accumulations and Eulerian implementation for river ice jam formation Cold Regions Science and Technology. 55: 286-294. DOI: 10.1016/J.Coldregions.2008.08.008 |
0.323 |
|
| 2008 |
Vasquez JA, Steffler PM, Millar RG. Modeling bed changes in meandering rivers using triangular finite elements Journal of Hydraulic Engineering. 134: 1348-1352. DOI: 10.1061/(Asce)0733-9429(2008)134:9(1348) |
0.515 |
|
| 2007 |
Vasquez JA, Millar RG, Steffler PM. Two-dimensional finite element river morphology model Canadian Journal of Civil Engineering. 34: 752-760. DOI: 10.1139/L06-170 |
0.531 |
|
| 2007 |
Chen J, Steffler PM, Hicks FE. Conservative formulation for natural open channels and finite-element implementation Journal of Hydraulic Engineering. 133: 1064-1073. DOI: 10.1061/(Asce)0733-9429(2007)133:9(1064) |
0.482 |
|
| 2007 |
Albers C, Steffler P. Estimating Transverse Mixing in Open Channels due to Secondary Current-Induced Shear Dispersion Journal of Hydraulic Engineering. 133: 186-196. DOI: 10.1061/(Asce)0733-9429(2007)133:2(186) |
0.521 |
|
| 2006 |
Edwini-Bonsu S, Steffler PM. Dynamics of air flow in sewer conduit headspace Journal of Hydraulic Engineering. 132: 791-799. DOI: 10.1061/(Asce)0733-9429(2006)132:8(791) |
0.533 |
|
| 2006 |
Edwini-Bonsu S, Steffler PM. Modeling ventilation phenomenon in sanitary sewer systems: A system theoretic approach Journal of Hydraulic Engineering. 132: 778-790. DOI: 10.1061/(Asce)0733-9429(2006)132:8(778) |
0.416 |
|
| 2006 |
Shome ML, Steffler PM. Flood plain filling by a monoclinal flood wave Journal of Hydraulic Engineering. 132: 529-532. DOI: 10.1061/(ASCE)0733-9429(2006)132:5(529) |
0.411 |
|
| 2006 |
Vasquez JA, Millar RG, Steffler PM. Vertically-averaged and moment of momentum model for alluvial bend morphology River, Coastal and Estuarine Morphodynamics: Rcem 2005 - Proceedings of the 4th Iahr Symposium On River, Coastal and Estuarine Morphodynamics. 2: 711-718. |
0.417 |
|
| 2006 |
Vasquez JA, Millar RG, Steffler PM. Two-dimensional morphological simulation in transcritical flow River, Coastal and Estuarine Morphodynamics: Rcem 2005 - Proceedings of the 4th Iahr Symposium On River, Coastal and Estuarine Morphodynamics. 1: 253-258. |
0.418 |
|
| 2005 |
Ghamry HK, Steffler PM. Two-dimensional depth-averaged modeling of flow in curved open channels Journal of Hydraulic Research. 43: 44-55. DOI: 10.1080/00221680509500110 |
0.589 |
|
| 2004 |
Edwini-Bonsu S, Steffler PM. Air flow in sanitary sewer conduits due to wastewater drag: A computational fluid dynamics approach Journal of Environmental Engineering and Science. 3: 331-342. DOI: 10.1139/S03-072 |
0.474 |
|
| 2002 |
Ghamry HK, Steffler PM. Two dimensional vertically averaged and moment equations for rapidly varied flows Journal of Hydraulic Research. 40: 579-587. DOI: 10.1080/00221680209499902 |
0.594 |
|
| 2002 |
Shabayek S, Steffler P, Hicks F. Dynamic Model for Subcritical Combining Flows in Channel Junctions Journal of Hydraulic Engineering. 128: 821-828. DOI: 10.1061/(Asce)0733-9429(2002)128:9(821) |
0.637 |
|
| 2002 |
Zhou F, Hicks FE, Steffler PM. Observations of air-water interaction in a rapidly filling horizontal pipe Journal of Hydraulic Engineering. 128: 635-639. DOI: 10.1061/(Asce)0733-9429(2002)128:6(635) |
0.328 |
|
| 2002 |
Zhou F, Hicks FE, Steffler PM. Transient flow in a rapidly filling horizontal pipe containing trapped air Journal of Hydraulic Engineering. 128: 625-634. DOI: 10.1061/(Asce)0733-9429(2002)128:6(625) |
0.317 |
|
| 2002 |
Ghamry HK, Steffler PM. Effect of applying different distribution shapes for velocities and pressure on simulation of curved open channels Journal of Hydraulic Engineering. 128: 969-982. DOI: 10.1061/(Asce)0733-9429(2002)128:11(969) |
0.533 |
|
| 2000 |
Khan AA, Steffler PM, Gerard R. Dam-break surges with floating debris Journal of Hydraulic Engineering. 126: 375-379. DOI: 10.1061/(Asce)0733-9429(2000)126:5(375) |
0.331 |
|
| 1999 |
Steffler P. Hydraulics of Open Channel Flow Journal of Hydraulic Engineering. 125: 1225-1226. DOI: 10.1061/(Asce)0733-9429(1999)125:11(1225) |
0.509 |
|
| 1998 |
Shome ML, Steffler PM. Lateral flow exchange in transient compound channel flow Journal of Hydraulic Engineering. 124: 77-80. |
0.462 |
|
| 1996 |
Khan AA, Steffler PM. Modeling overfalls using vertically averaged and moment equations Journal of Hydraulic Engineering. 122: 397-402. DOI: 10.1061/(Asce)0733-9429(1996)122:7(397) |
0.493 |
|
| 1996 |
Khan AA, Steffler PM. Physically Based Hydraulic Jump Model for Depth-Averaged Computations Journal of Hydraulic Engineering. 122: 540-548. DOI: 10.1061/(Asce)0733-9429(1996)122:10(540) |
0.446 |
|
| 1996 |
Khan AA, Steffler PM. Vertically Averaged and Moment Equations Model for Flow over Curved Beds Journal of Hydraulic Engineering. 122: 3-9. DOI: 10.1061/(Asce)0733-9429(1996)122:1(3) |
0.451 |
|
| 1996 |
Ghanem A, Steffler P, Hicks F, Katopodis C. Two‐Dimensional Hydraulic Simulation Of Physical Habitat Conditions In Flowing Streams Regulated Rivers-Research & Management. 12: 185-200. DOI: 10.1002/(Sici)1099-1646(199603)12:2/3<185::Aid-Rrr389>3.0.Co;2-4 |
0.531 |
|
| 1996 |
Khan AA, Steffler PM. Physically based hydraulic jump model for depth-averaged computations Journal of Hydraulic Engineering. 122: 540-548. |
0.354 |
|
| 1996 |
Sabur MA, Steffler PM. A conservative diffusion wave flood routing scheme for channel networks Canadian Journal of Civil Engineering. 23: 566-570. |
0.348 |
|
| 1996 |
Khan AA, Steffler PM. Vertically averaged and moment equations model for flow over curved beds Journal of Hydraulic Engineering. 122: 3-9. |
0.389 |
|
| 1995 |
Khan AA, Steffler PM. Potential-flow solution to 2D transition from mild to steep slope Journal of Hydraulic Engineering. 121: 680-682. DOI: 10.1061/(Asce)0733-9429(1995)121:9(680) |
0.349 |
|
| 1995 |
Küpper JA, Schwartz FW, Steffler PM. A comparison of fracture mixing models, 2. Analysis of simulation trials Journal of Contaminant Hydrology. 18: 33-58. DOI: 10.1016/0169-7722(94)00045-J |
0.35 |
|
| 1994 |
Rajaratnam N, Rizvi SAH, Steffler PM, Smy PR. An experimental study of very high velocity circular water jets in air: Etude expérimental de jets d’eau circulaires à trés grande vitesse émis dans l’air Journal of Hydraulic Research. 32: 461-470. DOI: 10.1080/00221689409498746 |
0.378 |
|
| 1994 |
Steffler PM, Sabur MA. Computation method for regulating unsteady flow in open channels Journal of Irrigation and Drainage Engineering. 120: 686-688. DOI: 10.1061/(ASCE)0733-9437(1994)120:3(686) |
0.382 |
|
| 1993 |
Steffler PM, Jin YC. Depth averaged and moment equations for moderately shallow free surface flow: Equations moyenneés sur la verticale pour des écoulements a surface libre en faible profondeur Journal of Hydraulic Research. 31: 5-17. DOI: 10.1080/00221689309498856 |
0.386 |
|
| 1993 |
Jin YC, Steffler PM. Predicting flow in curved open channels by depth-averaged method Journal of Hydraulic Engineering. 119: 109-124. DOI: 10.1061/(Asce)0733-9429(1993)119:1(109) |
0.587 |
|
| 1992 |
Hicks FE, Steffler PM, Gerard R. Finite element modeling of surge propagation and an application to the Hay River, N.W.T Canadian J. Civil Engineering. 19: 454-462. DOI: 10.1139/L92-055 |
0.451 |
|
| 1992 |
Hicks FE, Steffler PM. Characteristic dissipative galerkin scheme for open-channel flow Journal of Hydraulic Engineering. 118: 337-352. DOI: 10.1061/(Asce)0733-9429(1992)118:2(337) |
0.518 |
|
| 1991 |
Long D, Rajaratnam N, Steffler PM, Smy PR. Structure of flow in hydraulic jumps Journal of Hydraulic Research. 29: 207-218. DOI: 10.1080/00221689109499004 |
0.38 |
|
| 1991 |
Long D, Steffler PM, Rajaratnam N. A numerical study of submerged hydraulic jumps Journal of Hydraulic Research. 29: 293-308. DOI: 10.1080/00221689109498435 |
0.443 |
|
| 1990 |
Long D, Steffler PM, Rajaratnam N. LDA study of flow structure in submerged hydraulic jump Journal of Hydraulic Research. 28: 437-460. DOI: 10.1080/00221689009499059 |
0.499 |
|
| 1990 |
Jin YC, Steffler PM, Hicks FE. Roughness effects on flow and shear stress near outside bank of curved channel Journal of Hydraulic Engineering. 116: 563-577. DOI: 10.1061/(Asce)0733-9429(1990)116:4(563) |
0.494 |
|
| 1990 |
Hicks FE, Jin YC, Steffler PM. Flow near sloped bank in curved channel Journal of Hydraulic Engineering. 116: 55-70. DOI: 10.1061/(Asce)0733-9429(1990)116:1(55) |
0.53 |
|
| 1990 |
Hicks FE, Steffler PM. Comparison of Petrov-Galerkin models for unsteady open channel flow Computational Methods in Surface Hydrology. 215-220. |
0.455 |
|
| 1985 |
Steffler PM, Rajaratnam N, Peterson AW. Water surface at change of channel curvature Journal of Hydraulic Engineering. 111: 866-870. DOI: 10.1061/(Asce)0733-9429(1985)111:5(866) |
0.485 |
|
| 1985 |
Steffler PM, Rajaratnam N. Deflection of a circular jet by a weak cross-flow International Journal of Heat and Mass Transfer. 28: 714-717. DOI: 10.1016/0017-9310(85)90194-2 |
0.309 |
|
| 1983 |
Steffler PM, Rajaratnam N. Deflection of jets by weak crossflows Journal of Engineering Mechanics. 109: 1303-1307. DOI: 10.1061/(Asce)0733-9399(1983)109:5(1303) |
0.335 |
|
| 1966 |
Steffler PM, Rajaratnam N, Peterson AW. LDA measurements in open channel J. Hydraul. Engng. (Asce). 111: 119-130. DOI: 10.1061/(Asce)0733-9429(1985)111:1(119) |
0.461 |
|
| 1966 |
Steffler PM, Rajaratnam N, Peterson AW. LDA measurements in open channel J. Hydraul. Engng. (Asce). 111: 119-130. |
0.373 |
|
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