Hydrodynamic Modelling Using HİDROTÜRK Model

Year 2021, Volume: 5 Issue: 1, 80 - 107, 20.01.2021

Lale Balas , Kağan Cebe

Abstract

In this manuscript, the hydrodynamic sub-model components of HİDROTÜRK, the first national hydrological, hydrodynamic, hydrogeological, water quality, and ecological model developed for sustainable management of water resources in Turkey, have been briefly introduced with their basic theoretical and numerical backgrounds. HİDROTÜRK model includes three individually processing hydrodynamic sub-models, namely one (1-D), two (2-D), and three (3-D) dimensional written in FORTRAN programming language. Inputs and outputs of all sub-models are managed through a user-friendly interface. The 1-D hydrodynamic model solves the Saint-Venant equations, which are gradually varied unsteady flow equations written in the flow direction. It applies a dynamic wave routine. 2-D hydrodynamic model numerically solves the unsteady depth-averaged continuity and momentum equations. 2-D model is more reliable for shallow waters where the areal extent of the domain is dominant over the vertical or for completely mixed water bodies through the water depth. The 3-D hydrodynamic numerical model solves the unsteady Navier-Stokes equations in three dimensions only with the Boussinesq assumption. When the water body is deep, and variable circulations over the water depth occur, especially in the simulations of wind and density induced flows, the application of the 3-D hydrodynamic model is crucial. The software developments and preliminary tests of the models by SWMM5.0-EXTRAN and Three Dimensional Hydrodynamic, Transport and Water Quality Model -3D have been completed, and the verification studies are still ongoing. Some applications to Demirköprü Dam Lake in the Gediz River Basin are presented to show the input and output structures of hydrodynamic models.

Keywords

HİDROTÜRK, hydrodynamic model, momentum, wave routine, continuity

Supporting Institution

TC Tarım ve Orman Bakanlığı

Project Number

Hydrological, Water Quality and Ecological Modeling Tools For Sustainable Management of Water Resources In Turkey

Thanks

This work is completed under the scope of the project entitled as “Hydrological, Water Quality and Ecological Modeling Tools For Sustainable Management of Water Resources In Turkey” that is directed by İTÜNOVA Technology I.C. and supported by Republic of Turkey Ministry of Agriculture and Forestry.

References

• Balas, L., and Özhan, E. (2000). “An Implicit Three Dimensional Numerical Model to Simulate Transport Processes in Coastal Water Bodies”. International Journal for Numerical Methods in Fluids, John Wiley and Sons, USA, 34:307-339.
• Balas, L. and Özhan, E. (2002). “Three Dimensional Modelling of Stratified Coastal Waters”, Estuarine, Coastal and Shelf Science, Academic Press, UK, 56:75-87.
• Balas L., Genç, A.N., and İnan, A. (2012) “Hydrotam-3D Model for Hydrodynamic and Transport Processes in Coastal Waters”, Managing Resources of a Limited Planet, IEMSS 2012, 1439-1446.
• Cebe, K. and Balas, L. (2016). Water quality modelling in Kaş Bay. Applied mathematical modelling. J. Sienz (Ed.), 3(40), 1887-1913. DOI: 10.1016/j.apm.2015.09.037.
• Cebe, K. and Balas, L. (2018). Monitoring and modeling land-based marine pollution. Regional Studies in Marine Science, 24, pp. 23-39. DOI: 10.1016/j.rsma.2018.06.010.
• Genç, A.N., Vural, N. and Balas, L. (2020). Modeling transport of microplastics in enclosed coastal waters: A case study in the Fethiye Inner Bay, Marine Pollution Bulletin,150, 110747..
• Hamrick, J. M. (1992). “A Three-Dimensional Environmental Fluid Dynamics Computer Code: Theoretical and Computational Aspect”s. Special Report No. 317 in Applied Marine Science and Ocean Engineering, Virginia Institute of Marine Science School of Marine Science, USA.
• HEC. (2016). HEC-RAS User's Manuel. Davis: US Army Corps of Engineers Hydrologic Enginneering Center. Horritt, M.S. and Bates, P.D,(2002) “Evaluation of 1-D and 2-D numerical models for predicting river flood inundation”. Journal of Hydrology, 268 (1–4):87–99.
• HYDROTAM-3D (2020). Three Dimensional Hydrodynamic, Transport and Water Quality Model, http://www.hydrotam.com
• Ji, Z.G., M. R. Morton, and J. M. Hamrick (2001) “Wetting and drying simulation of estuarine processes. Estuarine”, Coastal and Shelf Science, 53:683-700.
• Kowalik, Z. and Murty, T.S. (1993). Numerical Modeling of Ocean Dynamics, Advanced Series on Ocean Engineering - Volume 5, World Scientific Publishing
• Roesner, L.A., Aldrich, J.A., and Dickinson, R.E. (1992). Storm Water Management Model User’s Manual Version 4: Extran Addendum. EPA/600/3-88/001b, Environmental Research Laboratory, U.S. Environmental Protection Agency, Athens, GA, USA.
• Rossman, L.A. (2006). “Storm Water Management Model Qualıty Assurance Report:Dynamic Wave Flow Routing”. EPA/600/R-06/097, National Risk Management Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Cincinnati, OH, USA.
• Rossman, L.A. (2015). Stormwater Management Model Reference Manual, Volume-I Hydrology. USEPA, EPA/600/R-15/162.
• Thompson, J.R. , Sørenson, H. R., Gavin, H., and Refsgaard A..(2004) “Application of the coupled MIKE SHE/MIKE 11 modelling system to a lowland wet grassland in southeast England,” Journal of Hydrology, vol. 293(1–4):151–179.
• Tunaboylu, S. (2006), Yoğunluk Kaynaklı Akıntıların Sayısal Modellemesi, Yüksek Lisans Tezi, İnşaat Mühendisliği AnaBilim Dalı,Fen Bilimleri Enstitüsü, Gazi Üniversitesi.