Flow characteristics of bottom outlets with moving gates

References

• Bhajantri , M. R. , Eldho , T. I. and Deolalikar , P. B. 2007 . Modeling hydrodynamic flow over spillway using weakly-compressible flow equations . J. Hydraulic Res. , 45 ( 6 ) : 844 – 852 .
   Web of Science ®Google Scholar
• Casey , M. and Wintergerste , T. 2000 . Best practice guidelines , European Research Community on Flow . Turbulence And Combustion, ERCOFTAC
   Google Scholar
• Cederwall , K. and Bergh , H. 1982 . “ ASWAN II: On hydraulic model studies 4: Discharge capacity of sluice ” . In Report 18 , Stockholm : Hydraulic Laboratory, Royal Institute of Technology .
   Google Scholar
• Dargahi , B. 2004 . Three-dimensional flow modelling and sediment transport in the River Klarälven . Earth Surface Processes and Landforms , 29 ( 7 ) : 821 – 852 .
   Web of Science ®Google Scholar
• Dargahi , B. 2006 . Experimental study and 3D numerical simulations for a free-overflow spillway . J. Hydraulic Engng. , 132 ( 9 ) : 899 – 907 .
   Web of Science ®Google Scholar
• Flow3D (2006). User manual: Excellence in flow modeling, software version 9.1. FlowScience, Inc., Santa Fe N.M, USA.
   Google Scholar
• Griffith , R. A. , Rutherford , J. H. , Alavi , A. , Moore , D. and Groeneveld , J. 2007 . Stability review of the Wanapum spillway using CFD analysis . Canadian Dam Association , : 16 – 26 . Bulletin, Fall 2007
   Google Scholar
• Hirt , C. W. and Nichols , B. D. 1981 . Volume of fluid (VOF) methods for the dynamics of free boundaries . J. Comp. Physics , 39 : 201 – 225 .
   Web of Science ®Google Scholar
• Hirt , C. W. and Sicilian , J. M. A porosity technique for the definition of obstructs in rectangular cell meshes . Proc. 4th Intl. Conf. Ship hydrodynamics . 1–19 . National Academy of Science, Washington DC
   Google Scholar
• Hirt, C.W. (1992). Volume-fraction technique: Powerful tools for flow modelling. Report FSI-92-00-02. Flow Science, Santa Fe NM.
   Google Scholar
• Ho , D. K.H. , Boyes , K. M. and Donohoo , S. M. Investigation of spillway behaviour under increased maximum flood by computational fluid dynamics technique . 14th Australasian Fluid Mechanics Conf. pp. 10 – 14 . Adelaide University, Adelaide, Australia
   Google Scholar
• Ho , D. K.H. , Cooper , B. W. , Riddette , K. M. and Donohoo , S. M. 2006 . “ Application of numerical modeling to spillways in Australia ” . In Dam and reservoirs: Societies and environment in the 21st century, 951-959 , London : Taylor & Francis .
   Google Scholar
• Kirkgoz , M. S. , Akoz , M. S. and Oner , A. A. 2009 . Numerical modeling of flow over a chute spillway . J. Hydraulic Res. , 47 ( 6 ) : 790 – 797 .
   Web of Science ®Google Scholar
• Olsen , N. R.B. and Kjellesvig , H. M. 1998 . Three-dimensional numerical flow modelling for estimation of spillway capacity . J. Hydraulic Res. , 36 ( 5 ) : 775 – 785 .
   Web of Science ®Google Scholar
• Savage , B. M. and Johnson , M. C. 2001a . Flow over ogee spillway: Physical and numerical model case study . J. Hydraulic Engng. , 127 ( 8 ) : 640 – 649 .
   Web of Science ®Google Scholar
• Savage , B. M. and Johnson , M. C. 2001b . Physical and numerical comparison of flow over ogee spillway in the presence of tailwater . J. Hydraulic Engng. , 132 ( 12 ) : 1353 – 1357 .
   Google Scholar
• Townson , J. M. 1991 . Free-surface hydraulics , London : Unwin Hyman .
   Google Scholar
• Unami , K. , Kawachi-Babar , M. M. and Itagak , H. 1999 . Two-dimensional numerical model of spillway flow . J. Hydraulic Engng. , 125 ( 4 ) : 369 – 375 .
   Web of Science ®Google Scholar