Advanced Flood Characterization Focused to Optimal City Protection Planning
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Following the increasing demand for optimal protection of urban areas against natural multi-hazards, we developed an upgraded urban development planning (UUDP) method integrating four principal planning layers along with the initial zero-planning layer and its related sublayers that systematically characterize the potential natural disasters. The significance of pre-planning characterization for natural disasters was demonstrated through a flood disaster case study, which included the flood analysis options of the historic city of Peja. Herein, we systematically review the representative results from a study on the characteristics and magnitudes of flood waves in the Bistrica River generated by storm runoff within the basin, completed using advanced worldwide HEC-HMS software. Consequently, the advanced HEC-RAS analysis software was employed to evaluate the effects of 24-h precipitation events on both the extent and magnitude of flooding. Existing multi-hazard effects were systematically incorporated into planning through the upgraded zero multi-layered method, which involved a detailed characterization of all relevant multi-hazards. The original flood hazard analysis results, including total inundated area (141.5 - 432.8 ha), maximum water depth (4.28 - 5.94 m) and velocity (4.76 - 5.94 m/s), clearly demonstrated tangible improvements in implementing the new UUDP method for optimal urban multi-hazard protection solutions.
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[1] Schmidt-Thomé, P., Kallio, H., Jarva, J., Tarvainen, T. (2006). The spatial effects and management of natural and technological hazards in Europe. In Final Report of the European Spatial Planning and Observation Network (ESPON) Project; Geological Survey of Finland: Vuorimiehentie, Espo, Finland, 1, 1–197.
[2] CEMAT (2012). Proceedings: 16th Council of Europe International CEMAT symposium and 12th council of Europe Meeting of the Workshops for The Implementation of the European Landscape Convention. CEMAT, Thessalonica, Greece.
[3] WBIF (2015). Flood prevention and management gap analysis and needs assessment in the context of implementing the EU Floods Directive, Executive summary, Western Balkans Investment Framework (WBIF), Brussels, Belgium.
[4] European Environment Agency (EEA). (2016). Flood risks and environmental vulnerability: Exploring the synergies between floodplain restoration, water policies and thematic policies. Report No. 1/2016, European Environment Agency (EEA), Copenhagen, Denmark.
[5] Department of Planning and Environment, State of NSW. (2022). Flood hazard: Flood Risk Management Guide FB03. Department of Planning and Environment, New South Wales, Australia.
[6] International Sava River Basin Commission. (2018). Sava River Basin Flood Study: HEC-RAS Technical Documentation Report. International Sava River Basin Commission, Zagreb, Croatia.
[7] Musolino, G. D. (2021). Flood modelling and hazard assessment for extreme events in riverine basins. PhD Dissertation, School of Engineering, Cardiff University, Cardiff, Wales, United Kingdom.
[8] Turner, D., Lindt, J. W. L., & Senior, B. (2020). Reducing flood vulnerability of communities with limited road access by optimizing bridge elevation. Civil & Environmental Engineering, Colorado State University, Colorado, United States.
[9] Kerenyi, K., Sofu, T., & Guo, J. (2009). Hydrodynamic forces on inundated bridge decks. United States Department of Transportation, Washington D.C., United States.
[10] Scientific American. (2015). Is New Orleans safer today than when Katrina hit 10 years ago? Scientific American, New York, United States. Available online: https://www.scientificamerican.com/article/is-new-orleans-safer-today-than-when-katrina-hit-10-years-ago/ (accessed February 2026).
[11] (GIZ) GmbH. (2018). Preliminary flood risk assessment for the Drin/Drim – Buna/Bojana River Basin. Deutsche Gesellschaft für Internationale Zusammenarbeit, GIZ GmbH, Germany.
[12] European Commission. (2019). EMSN 054 – Assessment of flood risk and economic impact, Drin River Basin, Balkans. Directorate E – Space, Security and Migration, Disaster Risk Management Unit, Ispra (VA), Italy.
[13] Diaconu, D. C., Costache, R., & Popa, M. C. (2021). An overview of flood risk analysis methods. Water, 13(4), 474. doi:10.3390/w13040474.
[14] Nasiri, V., Deljouei, A., Moradi, F., Sadeghi, S. M. M., & Borz, S. A. (2022). Land use and land cover mapping using Sentinel-2, Landsat-8 satellite images, and Google Earth Engine: A comparison of two composition methods. Remote Sensing, 14, 1977. doi:10.3390/rs14091977.
[15] HEC-HMS. (2023). U.S. Army Corps of Engineers, Hydrologic Engineering Center. Hydrologic Modeling System HEC-HMS: User’s Manual. Hydrologic Engineering Center (CEIWR-HEC), Davis, United States.
[16] CEIWR-HEC. (2000). Hydrologic modeling system HEC-HMS: Technical reference manual. U.S. Army Corps of Engineers, Hydrologic Engineering Center (CEIWR-HEC), Davis, United States.
[17] CEIWR-HEC. (2023). River analysis system (HEC-RAS): HEC-RAS 2D user’s manual. U.S. Army Corps of Engineers, Hydrologic Engineering Center (CEIWR-HEC), Davis, United States.
[18] CEIWR-HEC. (2016). River analysis system (HEC-RAS): Hydraulic reference manual (Version 5.0). U.S. Army Corps of Engineers, Hydrologic Engineering Center (CEIWR-HEC), Davis, United States.
[19] Chow, V. T. (1959). Open-channel hydraulics. McGraw-Hill, New York, United States.
[20] AIDR. (2017). Australian disaster resilience handbook 7: Managing the floodplain—A guide to best practice in flood risk management in Australia. Australian Institute for Disaster Resilience (AIDR), Melbourne, Australia. Available online: https://www.preventionweb.net/publications/view/55084 (accessed February 2026).
[21] Mann, M. E., & Emanuel, K. A. (2006). Atlantic hurricane trends linked to climate change. Eos, Transactions American Geophysical Union, 87, 233.
[22] Knutson, T. R., McBride, J. L., Chan, J., Emanuel, K., Holland, G., Landsea, C., Held, I., Kossin, J. P., Srivastava, A. K., & Sugi, M. (2010). Tropical cyclones and climate change. Nature Geoscience, 3, 157–163. doi:10.1038/ngeo779.
[23] Dasallas, L., Kim, Y., & An, H. (2019). Case study of HEC-RAS 1D–2D coupling simulation: 2002 Baeksan flood event in Korea. Water, 11, 2048. doi:10.3390/w11102048.
[24] Rangari, V. A., Sridhar, V., Umamahesh, N. V., & Patel, A. K. (2019). Floodplain mapping and management of urban catchment using HEC-RAS: A case study of Hyderabad city. Journal of the Institution of Engineers (India) Series A, 100, 49–63. doi:10.1007/s40030-018-0345-0.
[25] Arseni, M., Rosu, A., Calmuc, M., Calmuc, V. A., Iticescu, C., & Georgescu, L. P. (2020). Development of flood risk and hazard maps for the lower course of the Siret River, Romania. Sustainability, 12, 6588. doi:10.3390/su12166588.
[26] Mai, D. T., & De Smedt, F. (2017). A combined hydrological and hydraulic model for flood prediction in Vietnam applied to the Huong river basin as a test case study. Water (Switzerland), 9(11), 879. doi:10.3390/w9110879.
[27] Quirogaa, V. M., Kurea, S., Udoa, K., & Manoa, A. (2016). Application of 2D numerical simulation for the analysis of the February 2014 Bolivian Amazonia flood: Application of the new HEC-RAS Version 5. Ribagua, 3(1), 25–33. doi:10.1016/j.riba.2015.12.001.
[28] Spada, E., Sinagra, M., Tucciarelli, T., & Biondi, D. (2017). Unsteady state water level analysis for discharge hydrograph estimation in rivers with torrential regime: The case study of the February 2016 flood event in the Crati River, South Italy. Water (Switzerland), 9(4), 288. doi:10.3390/w9040288.
[29] Naeem, B., Azmat, M., Tao, H., Ahmad, S., Khattak, M. U., Haider, S., Ahmad, S., Khero, Z., & Goodell, C. R. (2021). Flood hazard assessment for the tori levee breach of the Indus river basin, Pakistan. Water (Switzerland), 13(5), 604. doi:10.3390/w13050604.
[30] Shao, X., & Yan, B. (2008). Application of China bridge management system in Qinyuan city. Bridge Maintenance, Safety Management, Health Monitoring and Informatics - IABMAS ’08, 2675–2682. doi:10.1201/9781439828434.ch332.
[31] Wardhana, K., & Hadipriono, F. C. (2003). Analysis of Recent Bridge Failures in the United States. Journal of Performance of Constructed Facilities, 17(3), 144–150. doi:10.1061/(asce)0887-3828(2003)17:3(144).
[32] Lee, G. C., Mohan, S. B., Huang, C., & Fard, B. N. (2013). A study of US bridge failures (1980–2012). MCEER Technical Rep. State University of New York at Buffalo, New York, United States.
[33] Fu, Z., Ji, B., Cheng, M., & Maeno, H. (2013). Statistical analysis of cause of bridge collapse in China. Forensic Engineering 2012: Gateway to a Better Tomorrow - Proceedings of the 6th Congress on Forensic Engineering, 75–83. doi:10.1061/9780784412640.009.
[34] Hong, J.-H., Chiew, Y.-M., Lu, J.-Y., Lai, J.-S., & Lin, Y.-B. (2012). Houfeng Bridge Failure in Taiwan. Journal of Hydraulic Engineering, 138(2), 186–198. doi:10.1061/(asce)hy.1943-7900.0000430.
[35] Wang, H., Hsieh, S.-C., Lin, C., & Wang, C.-Y. (2014). Forensic Diagnosis on Flood-Induced Bridge Failure. I: Determination of the Possible Causes of Failure. Journal of Performance of Constructed Facilities, 28(1), 76–84. doi:10.1061/(asce)cf.1943-5509.0000419.
[36] Wang, D., Chen, Z., He, S., Liu, Y., & Tang, H. (2018). Measuring and estimating the impact pressure of debris flows on bridge piers based on large-scale laboratory experiments. Landslides, 15(7), 1331–1345. doi:10.1007/s10346-018-0944-x.
[37] Zhu, H., Chen, Y., & Liu, L. (2022). Dynamic responses of bridges under catastrophic floods considering fluid–soil–structure interactions. Engineering Failure Analysis, 140, 106596. doi:10.1016/j.engfailanal.2022.106596.
[38] Calvi, G. M., Moratti, M., Scattarreggia, N., Özsaraç, V., Calvi, P. M., & Pinho, R. (2021). Numerical Investigations on the Collapse of the Morandi Bridge. Springer Tracts on Transportation and Traffic, 17, 3–18. doi:10.1007/978-3-030-59169-4_1.
[39] Berger, C., McArdell, B. W., Fritschi, B., & Schlunegger, F. (2010). A novel method for measuring the timing of bed erosion during debris flows and floods. Water Resources Research, 46(2), 228–236. doi:10.1029/2009WR007993.
[40] Bugnion, L., McArdell, B. W., Bartelt, P., & Wendeler, C. (2012). Measurements of hillslope debris flow impact pressure on obstacles. Landslides, 9(2), 179–187. doi:10.1007/s10346-011-0294-4.
[41] Cook, W. (2014). Bridge failure rates, consequences, and predictive trends. PhD Thesis, Utah State University, Logan, Utah, United States.
[42] Ju, S. H. (2013). Determination of scoured bridge natural frequencies with soil-structure interaction. Soil Dynamics and Earthquake Engineering, 55, 247–254. doi:10.1016/j.soildyn.2013.09.015.
[43] Chen, Z., He, S., Shen, W., & Wang, D. (2022). Effects of defense-structure system for bridge piers on two-phase debris flow wakes. Acta Geotechnica, 17(5), 1645–1665. doi:10.1007/s11440-021-01296-5.
[44] Jamali, B., Bach, P. M., & Deletic, A. (2020). Rainwater harvesting for urban flood management – An integrated modelling framework. Water Research, 171, 115372. doi:10.1016/j.watres.2019.115372.
[45] Computer and Structures Inc. (2013). SAP2000: Analysis reference manual. Computer and Structures Inc., Berkeley, California, United States.
[46] Dunker, K. F., & Rabbat, B. G. (1993). Why America’s Bridges are Crumbling. Scientific American, 266(3), 66–72. doi:10.1038/scientificamerican0393-66.
[47] Woodward, R. J., Kaschner, R., Cremona, C., & Cullington, D. (1999). Review of current procedures for assessing load carrying capacity status C. Transport Research Laboratory, Wokingham, United Kingdom.
[48] Ristic, J. (2016). Modern technology for seismic protection of bridges with application of new seismic response modification system. Doctoral Dissertation, University Ss. Cyril and Methodius, Skopje, Macedonia
[49] Mamdouh, N., Attia, W. A., & Elbayomy, M. S. (2025). Fragility Assessment of Cable-Stayed Bridge Towers Under Scaled Earthquakes. Civil Engineering Journal, 11(11), 4635–4654. doi:10.28991/CEJ-2025-011-11-011.
[50] Ristic, J., Guri, Z., & Ristic, D. (2024). Optionally Reinforced Columns Under Simulated Seismic and Time Varying Axial Loads: Advanced HYLSER-2 Testing. Civil Engineering Journal, 10(10), 3253–3268. doi:10.28991/CEJ-2024-010-10-09.
[51] Ristic, J., Misini, L., Ristic, D., & Hristovski, V. (2024). Upgrading of Precast Roof Beam–Column Connections with Seismic Safety Key Devices. Civil Engineering Journal, 10(5), 1437–1454. doi:10.28991/CEJ-2024-010-05-06.
[52] Smith, G. P., Davey, E. K., & Cox, R. J. (2014). Flood hazard. Water Research Laboratory Technical Report 2014/07, Water Research Laboratory, Australia.
[53] Hyndman, D., & Hyndman, D. (2009). Natural Hazards and Disasters (3rd ed.). Brooks/Cole, Belmont, California, United States.
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