An object-oriented overland flow solver for watershed flood inundation predictions: case study of Ulus basin, Turkey

This paper presents an object-oriented two-dimensional (2-D) overland flow model and its application in simulating flood flows over Ulus basin, located in the north of Turkey adjacent to the Black Sea. A new coding implementation according to the class environment created in object oriented C++ prog...

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Main Authors: Turan Burak, Wang Keh-Han
Format: Article
Language:English
Published: Sciendo 2014-09-01
Series:Journal of Hydrology and Hydromechanics
Subjects:
Online Access:https://doi.org/10.2478/johh-2014-0029
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spelling doaj-922d1dcc658d4918a78b5aba8b39ad7e2021-09-06T19:41:40ZengSciendoJournal of Hydrology and Hydromechanics0042-790X2014-09-0162320921710.2478/johh-2014-0029johh-2014-0029An object-oriented overland flow solver for watershed flood inundation predictions: case study of Ulus basin, TurkeyTuran Burak0Wang Keh-Han1Department of Civil and Environmental Engineering, University of Houston, Houston, TX, 77204-4003, USA/Emek 4, Cad. No:158/4, Cankaya, Ankara, TurkeyDepartment of Civil and Environmental Engineering, University of Houston, Houston, TX, 77204-4003, USAThis paper presents an object-oriented two-dimensional (2-D) overland flow model and its application in simulating flood flows over Ulus basin, located in the north of Turkey adjacent to the Black Sea. A new coding implementation according to the class environment created in object oriented C++ programming language is carried out in structuring and building the solver. The model is based on the Godunov type finite volume scheme on unstructured triangular meshes. A mass balance preserving wet/dry boundary solution algorithm is integrated in the numerical scheme to satisfy the positive-depth condition and minimize the numerical instability when treating the propagation of wave front in regions of dry bed. The balance between bed slope and flux terms is also preserved for still water conditions on irregular topography. The 2-D solver is verified by simulating selected dam break cases, where good agreement with measured data is achieved. For the simulation of flood flows in the Ulus basin, in general, the simulated outflow hydrograph is found to compare well with the recorded data. A selected inundation map that is extracted from the model results is also presented to show the water surface level in the Floodplain.https://doi.org/10.2478/johh-2014-0029flood inundationdam breakfinite volumewet/dryhydrographobject oriented programming
collection DOAJ
language English
format Article
sources DOAJ
author Turan Burak
Wang Keh-Han
spellingShingle Turan Burak
Wang Keh-Han
An object-oriented overland flow solver for watershed flood inundation predictions: case study of Ulus basin, Turkey
Journal of Hydrology and Hydromechanics
flood inundation
dam break
finite volume
wet/dry
hydrograph
object oriented programming
author_facet Turan Burak
Wang Keh-Han
author_sort Turan Burak
title An object-oriented overland flow solver for watershed flood inundation predictions: case study of Ulus basin, Turkey
title_short An object-oriented overland flow solver for watershed flood inundation predictions: case study of Ulus basin, Turkey
title_full An object-oriented overland flow solver for watershed flood inundation predictions: case study of Ulus basin, Turkey
title_fullStr An object-oriented overland flow solver for watershed flood inundation predictions: case study of Ulus basin, Turkey
title_full_unstemmed An object-oriented overland flow solver for watershed flood inundation predictions: case study of Ulus basin, Turkey
title_sort object-oriented overland flow solver for watershed flood inundation predictions: case study of ulus basin, turkey
publisher Sciendo
series Journal of Hydrology and Hydromechanics
issn 0042-790X
publishDate 2014-09-01
description This paper presents an object-oriented two-dimensional (2-D) overland flow model and its application in simulating flood flows over Ulus basin, located in the north of Turkey adjacent to the Black Sea. A new coding implementation according to the class environment created in object oriented C++ programming language is carried out in structuring and building the solver. The model is based on the Godunov type finite volume scheme on unstructured triangular meshes. A mass balance preserving wet/dry boundary solution algorithm is integrated in the numerical scheme to satisfy the positive-depth condition and minimize the numerical instability when treating the propagation of wave front in regions of dry bed. The balance between bed slope and flux terms is also preserved for still water conditions on irregular topography. The 2-D solver is verified by simulating selected dam break cases, where good agreement with measured data is achieved. For the simulation of flood flows in the Ulus basin, in general, the simulated outflow hydrograph is found to compare well with the recorded data. A selected inundation map that is extracted from the model results is also presented to show the water surface level in the Floodplain.
topic flood inundation
dam break
finite volume
wet/dry
hydrograph
object oriented programming
url https://doi.org/10.2478/johh-2014-0029
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