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Fall 2008 Research Paper Sub-TopicsTurbulence model validation
Validate which turbulence model to use. K-e realizable or K-w SST
Examines the back-step example to determine the type of turbulence model to use in FLUENT.Gtheta computationGtheta computationGtheta computation
Calculate Gθ and compare with the theoretical data
Determines the Gθ value for various flocculation height (fh) to baffle spacing (bs) ratios using a UDF in FLUENT.Reynolds effects on energy dissipation rateReynolds effects on energy dissipation rate
Analyze how energy dissipation rate is affected by Reynolds number
Examines the affect of varying the velocity inlet from .1 m/s which corresponds to a Re=10,000 to 1 m/s (Re=100,000) and .01 m/s (Re=1,000).Investigation of Turbulence Boundary ConditionInvestigation of Turbulence Boundary Condition
Investigation of Turbulence Boundary Condition
Examines the affect of varying the turbulent inlet length scale for the optimal geometry.Uniform Energy Dissipation Rate Approach in Determining Optimal GeometryUniform Energy Dissipation Rate Approach in Determining Optimal Geometry
Uniform Energy Dissipation Rate Approach in Determining Optimal Geometry
Determines the optimal geometry for the flocculation tank by varying the fh/bs, and ch/bs ratios.Performance Parameter Approach in Determining Optimal GeometryPerformance Parameter Approach in Determining Optimal Geometry
Performance Parameter Approach in Determining Optimal Geometry
Determines the optimal fh/bs ratio for the flocculation tank height by comparing performance parameters which quantify flocculation collision potentialComplementary Solution to Analysis of Energy Dissipation DistributionComplementary Solution to Analysis of Energy Dissipation Distribution
Complementary Solution to Analysis of Energy Dissipation Distribution
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Examines the energy dissipation profile for varying fh/bs ratios, and how there is a local maximum for smaller fh/bs flocculation tanks.
Spring 2008 Research Topics
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- Flocculator with multiple baffles
- Automation of Mesh Creation
- Nondimensional Analysis
- Turbulence model validation
- Johannes Haarhoff and Jeremia J. van der Walt , J Water SRT - Aqua 50 (2001) 149-160 - - Towards optimal design parameters for around-the-end hydraulic flocculators.
- Relation of Shear Stresses to Floc Strength
- CFD Flocculation Tank Simulation Research
- CFD Fall 2008 Midtem Report
- CFD Spring 2008 Midterm Teach-in Presentation
- CFD Spring 2008 Final Report
- CFD Fall 2008 Midterm Teach-in Presentation
- CFD Fall 2008 Midtem Report
- CFD Fall 2008 Final Report
- CFD Flocculation Tank Next Semester Quiz