SRCosmos:

Order of appearence	Full citation	SRCosmos Link
1	Blaisdell MA, Tsanis IK, Krestenitis Y, (1991), Modeling the steady-state circulation in a distorted physical model of the Windermere Basin, Canadian Journal of Civil Engi-neering, Vol. 18- 5, 756-764.
2	Csanady GT, (1982), Circulation in the coastal ocean, D. Reidel Publishing Company, Dordrecht, Holland.
3	Ekman VW, (1905), On the influence of the earth’s rotation on ocean currents, Ark. Mat. Astro. Fys., 2(11):1-53
4	Koutitas CG, (1988), Mathematical Models in Coastal Engineering, Pentech Press Lim-ited, London.
5	Roache PJ, (1972), Computational Fluid Dynamics, Hermosa Publishers, Albuquerque, NM.
6	Shen H, Tsanis IK, (1995), A three dimensional nested hydrodynamic/pollutant transport simulation model for the nearshore areas of Lake Ontario, J. Great Lakes Res., 21(2): 161-177
7	Simons TJ, (1971), Development of numerical models of Lake Ontario, in Proc. 14th Conf. Great Lakes Res., Internat. Assoc. Great Lakes Res, pp. 654-669.
8	Tsanis IK, Wu J, (1994), LMS – An Integrated Lake Modeling System, Environmental Software.
9	Tsanis IK, Wu J, (1991), Study of water currents in the Canadian Great Lakes, At-mospheric Service (AES) Report.
10	Wu J, Tsanis IK, (1991), Quasi-three-dimensional modeling for Lake St. Clair, 11th CSCE Annual Conference, May 29-31, Vancouver, B.C. pp. 26-35.
11	Wu J, (1993), An Integrated Hydrodynamic and Pollutant Transport Model for the Near-shore Areas of the Great Lakes and Their Tributaries, Ph.D. thesis, McMaster University, Department of Civil Engineering.

Keywords	Lake circulation model, pollutant transport model, wind-driven currents, Lake Ontario
Abstract	A program is developed that includes two hydrodynamic models, a 2D depth-averaged (2DH) and a Quasi-3D (Q3D), and a pollutant transport model that uses a 1st order upwinding and a 3rd order QUICKEST numerical schemes. Several tests were performed in two test basins in order to examine the performance of the above models. The Q3D model is successfully ap-plied to Lake Ontario, using a 4-km-square grid, to simulate the wind-induced circulation. Simulations of pollutant transport show that the 1st order upwinding scheme can be used for estimating pollutant concentrations near the pollutant source in the case of continuous point source. However, numerical diffusion affects the estimates further downstream the pollutant source. Therefore, higher order schemes such as the third order QUICKEST scheme are re-quired for estimating pollutant concentration at these locations.
Full text	Full Text in PDF (457 KB)
Source link	http://www.gnest.org/Journal/Vol9_No2/117-131_256_Tsanis_9-2.pdf
Included Refrences	11 References (List...)
Cited by other Articles	0 Citations (List...)

Name	Affiliation	Home page	e-mail	Total pubs
Saied UM	Department of Civil Engineering, McMaster University, Hamilton, Ontario, Canada			2
Tsanis IK	Department of Environmental Engineering, Technical University of Crete, Chania, Crete		tsanis@mcmaster.ca	12