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Combined 1D Modelling with HEC-RAS for Delineation Floodplain Area: A Case Study of Hennops River in the Centurion Area

Received: 16 May 2021    Accepted: 9 June 2021    Published: 23 November 2021
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Abstract

Flooding is among the most extreme weather events, endangering lives and causing significant property damage each year. Flood events in the Centurion area occur every year during the rainy season. This causes considerable damage to road infrastructure in both residential and commercial areas. The objective of this study is to incorporate hydraulic/hydrological (i.e., HEC-RAS/HEC-GeoRAS) models with geo-spatial techniques to predict flood extent and depth along Hennops River in Centurion area, Tshwane Metropolitan Municipality, Gauteng Province. In this study, floodplain inundation areas with different return periods were predicted in a 3.1 km distance of the Hennops River that passes through the Centurion area. Flood hazard analysis indicated that areas at close proximity to the Hennops River were submerged by a minimum and maximum flood depth of 0.4 m to more than 1.1 m for both 50 and 100 year flood recurrence interval. The study’s findings show that integrating GIS with HEC-RAS/HEC-GeoRAS techniques is a useful tool for floodplain mapping and analysis. Hence, the findings of this study are expected to be used as a foundation for the identification of causative factors of flash floods and the prediction of flash floods within the study area in future. The floodplain delineation maps developed in this study will be useful to policy-makers and the relevant authorities, as well as to local residents, in finding suitable measures for residential development along the floodplain while reducing flood risk in the study area.

Published in American Journal of Mathematical and Computer Modelling (Volume 6, Issue 4)
DOI 10.11648/j.ajmcm.20210604.11
Page(s) 55-62
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

GIS, HEC-RAS/HEC-GeoRAS, Flood Depth

References
[1] Anhaeusser, C. R. (1999). Archean crustal evolution of the central Kaapvaal Craton, South Africa: evidence from Johannesburg Dome. South African Journal of Geology, 102, 303–322.
[2] Ashmore, P., and Church, M. (2001). The impact of climate change on rivers and river processes in Canada. Geological Survey of Canada, Bull. Geological Survey of Canada, 1–48.
[3] Bates, P. D., and de Roo, A. P. J. (2000). A simple raster-based model for flood inundation simulation. Journal of Hydrology, 236, 54–77.
[4] Blain, G. C. (2011). Standardized precipitation index based on Pearson type III distribution. Revista Brasileira de Meteorology, 26, 167–180.
[5] Blanton, P., and Marcus, W. A. (2009). Railroads, roads and lateral disconnection in the river landscape of the continental United States. Geomorphology, 122, 212–227.
[6] Changnon, S. A., Pielke, R. A., Changnon, D., Sylvester, R. T., and Pulwarty, R. (2000). Human Factors explain the increased losses from weather and climate extremes. Bulletin of the American Meteorological Society, 81, 437–442.
[7] Chaudhry, M. H. (2011). Modeling of one-dimensional, unsteady, free-surface, and pressurized flows. Journal of Hydraulic Engineering, 137 (2), 148–157.
[8] Coppock, J. T. (1995). GIS and Natural Hazard: An Overview from a GIS Perspective. In: Geographical Information System in Assessing Natural Hazard, Carrara, A, and F. Guzzetti (Eds). Kluwer Academic, Netherlands, 21–34.
[9] Deka, N., and Goswami, P. (2017). Post Construction effect of bridges on morphology of River Brahmaputra. International Journal of Engineering & Technology, 8 (4), 118–125.
[10] Dewan, A. M., Kumamoto, T., and Nishigaki, M. (2006). Flood hazard delineation in greater Dhaka, Bangladesh using an integrated GIS and remote sensing approach. Geocarto International, 21 (2), 33–38.
[11] Dyhouse, G., Hatchett, J., and Benn, J. (2003). Methods, H. Floodplain Modeling using HEC-RAS. Waterbury, CT: Haestad Press.
[12] Emergency Management Australia (1999). Floodplain management manual 19, Canberra.
[13] Goodell, C., and Warren, C. (2006). Flood Inundation Mapping using HEC-RAS. Obras y Proyectos, 18–23.
[14] Guha-Sapir, D., Vos F., Below, R., and Ponserre, S. (2004). Annual Disaster statistical review 2011: The numbers and trends. Centre for Research on the Epidemiology of Disasters (CRED). Université catholique de Louvain: Brussels.
[15] Hallegatte, S.; Przyluski, V. (2019). The economics of natural disasters: Concepts and methods. World Bank Policy Research Working Paper Series, No. 5507.
[16] Hydrologic Engineering Center (HEC), (2005). HEC-RAS river analysis system. Hydraulic Reference Manual ver. 3.1.3 US. Army Corps of Engineering.
[17] Khosravi, G., Majidi, A., and Nohegar, A. (2012). Determination of suitable probability distribution for annual mean and peak discharges estimation (Case study: Minab River- Barantin Gage, Iran). Journal of Probability and Statistics, 1, 160–163.
[18] Lastra, J.; Fernandez, E.; Diez-herrero, A.; Marquinez, J. Flood hazard delineation combining geomorphological and hydrological methods: an example in the Northern Iberian Peninsula. Natural Hazards, 2008, 45, 277–293.
[19] Lugeri, N., Kundzewicz, Z. W., Genovese, E., Hochrainer, S., and Radziejewski, M. (2010). River flood risk and adaptation in Europe – Assessment of the present status. Mitigation and Adaptation Strategies for Global Change, 15, 621–639.
[20] Masoud, M. H. (2016). Geoinformatics application for assessing the morphometric characteristics’ effect on hydrological response at watershed: Case study of Wadi Qanunah, Saudi Arabia. Arabian Journal of Geosciences, 9, 280.
[21] Mawasha, T. S.; Britz, W. Hydrological Impacts of Land Use-Land Cover Change on Urban Flood Hazard: A Case Study of Jukskei River in Alexandra Township, Johannesburg. South African Journal of Geomatics, In review.
[22] Merwade, V., Olivera, F., Arabi, M., and Edleman, S. (2008). Uncertainty in flood inundation mapping: Current issues and future directions. Journal of Hydrologic Engineering, 13, 608–620.
[23] Mohaghegh, S. S., Mojaver, E., Meftahi, M., and Bahreba, A. (2015). The effect of flood zones of Maroon River on the environment and around the river. MAGNT Research Report, 3 (1), 1450–1454.
[24] Noman, N., Nelson, J., and Zundel, A. (2001). Review of automated floodplain delineation from digital terrain models. Journal of Water Resources Planning and Management, 127 (6), 394–402.
[25] Nones, M., and Pescaroli, G. (2016). Implications of cascading effects for the EU floods directive. International Journal of River Basin Management, 14 (2), 195–204.
[26] Penning-Rowsell, E., Floyd, P., Ramsbottom, D., and Surendran, S. (2005). Estimating injury and loss of life in floods: A deterministic framework. Natural Hazards, 36 (1–2), 43–64.
[27] Pescaroli, G., and Alexander, D. (2015). A definition of cascading disaster and cascading effects: Going beyond the ‘toping dominos’ metaphor. Planet@Risk, 2 (3), 1–4.
[28] Qummi Evil, F., Sadeghian, M. S., Javid, A. H., and Mir Bagheri, A. (2010). Simulation of flood zoning using HEC-RAS model (case study: Karun river between Bandeghir ta Ahvaz). International Journal of Environmental Science and Technology, 5 (1), 115–105.
[29] Roshan, H., Vahabzadeh, G., Soleimani, K., and Farhadi, R. (2013). Simulated hydraulic behaviour of the Bashar River using HEC-RAS and GIS (case study: Bashar River in kohgiloyeh Va Boyerahmad), Journal of Water Management, 4 (7), 70–84.
[30] Ruji, E. M. (2007). Floodplain Inundation Mapping Simulation Using 2D Hydrodynamic Modelling Approach. Master’s Thesis, International Institute for Geo-Information Science and Earth Observation, Netherlands.
[31] Salimi, S., Ghanbarpour, M. R., Solaimani, K., and Ahmadi, M. Z. (2008). Floodplain mapping using hydraulic simulation model in GIS. Journal of Applied Sciences, 4, 660–665.
[32] South African Weather Service, (2019). Annual Climate Summary for South Africa, 2018. Pretoria, South Africa.
[33] Tate, E. C., Olivera, F., and Maidment, D. (199). Floodplain mapping using HEC-RAS and ArcView GIS. The University of Texas at Austin: Austin.
[34] Van Niekerk, A. (2011). Stellenbosch University Digital Elevation Model Product Description. Centre for Geographical Analysis: Stellenbosch University, Cape Town.
[35] Werner, M. G. F. (2001). Impact of grid size in GIS-based flood extent mapping using 1D flow model. Hydrology, oceans and atmosphere. Physics and Chemistry of the Earth, Part B, 26, 517–522.
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  • APA Style

    Tshepo Sylvester Mawasha. (2021). Combined 1D Modelling with HEC-RAS for Delineation Floodplain Area: A Case Study of Hennops River in the Centurion Area. American Journal of Mathematical and Computer Modelling, 6(4), 55-62. https://doi.org/10.11648/j.ajmcm.20210604.11

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    ACS Style

    Tshepo Sylvester Mawasha. Combined 1D Modelling with HEC-RAS for Delineation Floodplain Area: A Case Study of Hennops River in the Centurion Area. Am. J. Math. Comput. Model. 2021, 6(4), 55-62. doi: 10.11648/j.ajmcm.20210604.11

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    AMA Style

    Tshepo Sylvester Mawasha. Combined 1D Modelling with HEC-RAS for Delineation Floodplain Area: A Case Study of Hennops River in the Centurion Area. Am J Math Comput Model. 2021;6(4):55-62. doi: 10.11648/j.ajmcm.20210604.11

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  • @article{10.11648/j.ajmcm.20210604.11,
      author = {Tshepo Sylvester Mawasha},
      title = {Combined 1D Modelling with HEC-RAS for Delineation Floodplain Area: A Case Study of Hennops River in the Centurion Area},
      journal = {American Journal of Mathematical and Computer Modelling},
      volume = {6},
      number = {4},
      pages = {55-62},
      doi = {10.11648/j.ajmcm.20210604.11},
      url = {https://doi.org/10.11648/j.ajmcm.20210604.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajmcm.20210604.11},
      abstract = {Flooding is among the most extreme weather events, endangering lives and causing significant property damage each year. Flood events in the Centurion area occur every year during the rainy season. This causes considerable damage to road infrastructure in both residential and commercial areas. The objective of this study is to incorporate hydraulic/hydrological (i.e., HEC-RAS/HEC-GeoRAS) models with geo-spatial techniques to predict flood extent and depth along Hennops River in Centurion area, Tshwane Metropolitan Municipality, Gauteng Province. In this study, floodplain inundation areas with different return periods were predicted in a 3.1 km distance of the Hennops River that passes through the Centurion area. Flood hazard analysis indicated that areas at close proximity to the Hennops River were submerged by a minimum and maximum flood depth of 0.4 m to more than 1.1 m for both 50 and 100 year flood recurrence interval. The study’s findings show that integrating GIS with HEC-RAS/HEC-GeoRAS techniques is a useful tool for floodplain mapping and analysis. Hence, the findings of this study are expected to be used as a foundation for the identification of causative factors of flash floods and the prediction of flash floods within the study area in future. The floodplain delineation maps developed in this study will be useful to policy-makers and the relevant authorities, as well as to local residents, in finding suitable measures for residential development along the floodplain while reducing flood risk in the study area.},
     year = {2021}
    }
    

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  • TY  - JOUR
    T1  - Combined 1D Modelling with HEC-RAS for Delineation Floodplain Area: A Case Study of Hennops River in the Centurion Area
    AU  - Tshepo Sylvester Mawasha
    Y1  - 2021/11/23
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    N1  - https://doi.org/10.11648/j.ajmcm.20210604.11
    DO  - 10.11648/j.ajmcm.20210604.11
    T2  - American Journal of Mathematical and Computer Modelling
    JF  - American Journal of Mathematical and Computer Modelling
    JO  - American Journal of Mathematical and Computer Modelling
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    EP  - 62
    PB  - Science Publishing Group
    SN  - 2578-8280
    UR  - https://doi.org/10.11648/j.ajmcm.20210604.11
    AB  - Flooding is among the most extreme weather events, endangering lives and causing significant property damage each year. Flood events in the Centurion area occur every year during the rainy season. This causes considerable damage to road infrastructure in both residential and commercial areas. The objective of this study is to incorporate hydraulic/hydrological (i.e., HEC-RAS/HEC-GeoRAS) models with geo-spatial techniques to predict flood extent and depth along Hennops River in Centurion area, Tshwane Metropolitan Municipality, Gauteng Province. In this study, floodplain inundation areas with different return periods were predicted in a 3.1 km distance of the Hennops River that passes through the Centurion area. Flood hazard analysis indicated that areas at close proximity to the Hennops River were submerged by a minimum and maximum flood depth of 0.4 m to more than 1.1 m for both 50 and 100 year flood recurrence interval. The study’s findings show that integrating GIS with HEC-RAS/HEC-GeoRAS techniques is a useful tool for floodplain mapping and analysis. Hence, the findings of this study are expected to be used as a foundation for the identification of causative factors of flash floods and the prediction of flash floods within the study area in future. The floodplain delineation maps developed in this study will be useful to policy-makers and the relevant authorities, as well as to local residents, in finding suitable measures for residential development along the floodplain while reducing flood risk in the study area.
    VL  - 6
    IS  - 4
    ER  - 

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Author Information
  • Department of Geoscience, Nelson Mandela University, Port Elizabeth, South Africa

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