Repository logo

Numerical Modeling of Thermal/Saline Discharges in Coastal Waters

dc.contributor.authorKheirkhah Gildeh, Hossein
dc.contributor.supervisorMohammadian, Abdolmajid
dc.contributor.supervisorNistor, Ioan
dc.date.accessioned2013-06-07T13:34:59Z
dc.date.available2013-06-07T13:34:59Z
dc.date.created2013
dc.date.issued2013
dc.degree.disciplineGénie / Engineering
dc.degree.levelmasters
dc.degree.nameMASc
dc.description.abstractLiquid waste discharged from industrial outfalls is categorized into two major classes based on their density. One type is the effluent that has a higher density than that of the ambient water body. In this case, the discharged effluent has a tendency to sink as a negatively buoyant jet. The second type is the effluent that has a lower density than that of the ambient water body and is hence defined as a (positively) buoyant jet that causes the effluent to rise. Negatively/Positively buoyant jets are found in various civil and environmental engineering projects: discharges of desalination plants, discharges of cooling water from nuclear power plants turbines, mixing chambers, etc. This thesis investigated the mixing and dispersion characteristics of such jets numerically. In this thesis, mixing behavior of these jets is studied using a finite volume model (OpenFOAM). Various turbulence models have been applied in the numerical model to assess the accuracy of turbulence models in predicting the effluent discharges in submerged outfalls. Four Linear Eddy Viscosity Models (LEVMs) are used in the positively buoyant wall jet model for discharging of heated waste including: standard k-ε, RNG k-ε, realizable k-ε and SST k-ω turbulence models. It was found that RNG k-ε, and realizable k-ε turbulence models performed better among the four models chosen. Then, in the next step, numerical simulations of 30˚ and 45˚ inclined dense turbulent jets in stationary ambient water have been conducted. These two angles are examined in this study due to lower terminal rise height for 30˚ and 45˚, which is very important for discharges of effluent in shallow waters compared to higher angles. Five Reynolds-Averaged Navier-Stokes (RANS) turbulence models are applied to evaluate the accuracy of CFD predictions. These models include two LEVMs: RNG k-ε, and realizable k-ε; one Nonlinear Eddy Viscosity Model (NLEVM): Nonlinear k-ε; and two Reynolds Stress Models (RSMs): LRR and Launder-Gibson. It has been observed that the LRR turbulence model as well as the realizable k-ε model predict the flow more accurately among the various turbulence models studied herein.
dc.embargo.termsimmediate
dc.faculty.departmentGénie civil / Civil Engineering
dc.identifier.urihttp://hdl.handle.net/10393/24230
dc.identifier.urihttp://dx.doi.org/10.20381/ruor-3030
dc.language.isoen
dc.publisherUniversité d'Ottawa / University of Ottawa
dc.subjectNumerical Modeling
dc.subjectOpenFOAM
dc.subjectEffluent Discharge
dc.subjectDesalination Plant
dc.subjectDense Jets
dc.subjectBuoyant Wall Jets
dc.subjectTurbulence Models
dc.subjectMixing and Dispersion
dc.subjectRSM
dc.titleNumerical Modeling of Thermal/Saline Discharges in Coastal Waters
dc.typeThesis
thesis.degree.disciplineGénie / Engineering
thesis.degree.levelMasters
thesis.degree.nameMASc
uottawa.departmentGénie civil / Civil Engineering

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail ImageThumbnail Image
Name:
Kheirkhah_Gildeh_Hossein_2013_thesis.pdf
Size:
4.82 MB
Format:
Adobe Portable Document Format

License bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail ImageThumbnail Image
Name:
license.txt
Size:
4.21 KB
Format:
Item-specific license agreed upon to submission
Description: