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Flood hazard assessment with multiparameter approach derived from coupled 1D and 2D hydrodynamic flow model

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Abstract

Hydrodynamic flow modeling is carried out using a coupled 1D and 2D hydrodynamic flow model in northern India where an industrial plant is proposed. Two flooding scenarios, one considering the flooding source at regional/catchment level and another considering all flooding sources at local level have been simulated. For simulating flooding scenario due to flooding of the upstream catchment, the probable maximum flood (PMF) in the main river is routed and its flooding impact at the plant site is studied, while at the local level flooding, in addition to PMF in the main river, the probable maximum precipitation at the plant site and breaches in the canals near the plant site have been considered. The flood extent, depth, level, duration and maximum flow velocity have been computed. Three parameters namely the flood depth, cross product of flood depth and velocity and flood duration have been used for assessing the flood hazard, and a flood hazard classification scheme has been proposed. Flood hazard assessment for flooding due to upstream catchment and study on local scale facilitates determination of plinth level for the plant site and helps in identifying the flood protection measures.

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References

  • Abt SR, Wittler RJ, Talor A, Love DJ (1989) Human stability in a flood hazard zone. Water Resour Bull 25:881–890

    Article  Google Scholar 

  • Anselmo V, Galeati G, Palmieri S, Rossi U, Todini E (1996) Flood risk assessment using an integrated hydrological and hydraulic modelling approach: a case study. J Hydrology 175(1):533–554

    Article  Google Scholar 

  • Aronica GT, Candela A, Fabia P, Santoro M (2011) Estimation of flood inundation probabilities using global hazard indexes based on hydrodynamic variables. J Phys Chem Earth (in press). doi:10.1016/j.pce.2011.04.001

  • Bates PD, De Roo APJ (2000) A simple raster-based model for flood inundation simulation. J Hydrology 236:54–77

    Article  Google Scholar 

  • Bates PD, Lane SN, Ferguson RI (2005) Computational Fluid Dynamics: Applications in Environmental Hydraulics. John Wiley & Sons Ltd. doi:10.1002/0470015195

    Google Scholar 

  • Bhan SK, Flood Team (2001) Study of floods in West Bengal during September 2000 using Indian Remote Sensing Satellite data. J Indian Soc Remote Sens 29(l2):1–3

  • Cancado V, Brasil L, Nascimento N, Guerra A (2008) Flood risk assessment in an urban area: Measuring hazard and Vulnerability, 11th International Conference on Urban Drainage. Edinburgh, Scotland

    Google Scholar 

  • Chatterjee C, Förster S, Bronstert A (2008) Comparison of hydrodynamic models of different complexities to model floods with emergency storage areas. Hydrol Process 22(24):4695–4709

    Article  Google Scholar 

  • Chen J, Hill AA, Urbano LD (2009) A GIS-based model for urban flood inundation. J Hydrology 373:184–192

    Article  Google Scholar 

  • Cunge JA, Holly FM, Verwy A (1980) Practical aspects of computational river hydraulics. Pitman, London

    Google Scholar 

  • CWC (1984) Flood estimation report for upper Indo-Ganga plains (Subzone 1-e). Central Water Commission, New Delhi

    Google Scholar 

  • Dewan AM, Islam MM, Kumamoto T, Nishigaki M (2007) Evaluating flood hazard for land-use planning in Greater Dhaka of Bangladesh using remote sensing and GIS techniques. Water Resour Manage 21:1601–1612

    Article  Google Scholar 

  • DHI (1997) MIKE11 GIS Reference and User Manual. Horsholm, Denmark, Danish Hydraulic Institute

    Google Scholar 

  • DHI (2000) MIKE 21 user guide. Danish Hydraulic Institute, Horsholm

  • DHI (2004) MIKEFLOOD 1D-2D Modelling User Manual. Horsholm, Denmark, Danish Hydraulic Institute

    Google Scholar 

  • Dhondia Z, Stelling G (2002) Application of one-dimensional two-dimensional integrated hydraulic model for flood simulation and damage assessment. Intl. Conf. on Hydroinformatics. Cardiff, UK, Proc. 5:265–276

    Google Scholar 

  • Dyhouse, Gary, Benn JA, David Ford Consulting, Hatchett J, Rhee H (2003) Floodplain modeling using HEC-RAS, 1st edn. Haestad Press Waterbury

  • ENSURE (2009) Methodologies to assess vulnerability of structural systems, ENSURE-Del. 1.1.1, Project financed by the European Commission by the Seventh Framework Programme Area “Environment” Activity 6.1 “Climate Change, Pollution and Risks”

  • Ervine DA, MacCleod (1999) Modelling a river channel with distant floodbanks. In: Proceedings of the institution of civil engineers, water maritime and energy, vol 136, pp 21–33

  • FEMA (2002) Guidelines and specifications for flood hazard mapping partners. Federal Emergency Management Agency publications. http://www.fema.gov/fhm/dl_cgs.shtm

  • FIA-TB-3 (1993) Non residential flood proofing-requirements and certification for buildings located in special flood hazard areas. FEMA, Federal Insurance Administration, USA

  • Fread DL (1993) Flow routing. In: Maidment DR (ed) Handbook of applied hydrology, chapter 10. McGraw-Hill, New York

  • Ghoneim E, Foody GM (2013) Assessing flash flood hazard in an arid mountainous region. Arab J Geosci 6(4):1191–1202

    Google Scholar 

  • Giardino M, Perotti L, Lanfranco M, Perrone G (2012) GIS and geomatics for disaster management and emergency relief: a proactive response to natural hazards. Applied Geomatics 4(1):33–46. doi:10.1007/s12518-011-0071-z

    Article  Google Scholar 

  • Hosking JRM, Wallis JR (1997) Regional frequency analysis-an approach based on L-moments. Cambridge University Press, New York

    Book  Google Scholar 

  • IS:11223 (2004) Guidelines for fixing spillway capacity. Bureau of Indian Standards, New Delhi

  • IS:2912 (2004) Lequid flow measurement in open channels-slope area method. Bureau of Indian Standards, New Delhi

  • Islam MM, Sado K (2000a) Flood hazard assessment in Bangladesh using NOAA-AVHRR data with geographical information system. Hydrol Process 14:605–620

    Article  Google Scholar 

  • Islam MM, Sado K (2000b) Development of flood hazard maps of Bangladesh using NOAA-AVHRR images with GIS. Hydrological Sciences J 45:337–355

    Article  Google Scholar 

  • Jonkman SN, Penning-Rowsell E (2008) Human instability in flood flows. Journal of the American Water Resources Association (JAWRA) 44(4):1–11. doi:10.1111/j.1752-1688.2008.00217.x

    Google Scholar 

  • Jonkman SN, Vrijling JK, Vrouwenvelder ACWM (2008) Methods for the estimation of loss of life due to floods: a literature review and a proposal for a new method. Nat Hazards 46:353–389

    Google Scholar 

  • Karvonen RA, Hepojoki A, Huhta HK, Louhio A (2000) The use of physical models in dam-break analysis. Helsinki University of Technology, Helsinki, Finland, RESCDAM Final Report

    Google Scholar 

  • Kelman I, Spence R (2004) An overview of flood actions on buildings. Eng Geol 73:297–309

    Article  Google Scholar 

  • Kulkarni BD (2011) Generalized physical approach of estimating areal probable maximum precipitation (PMP) for plain region of the Godavari river basin (India). J Spat Hydrol 2:2

    Google Scholar 

  • Kumar R, Chatterjee C (2005) Regional flood frequency analysis using L-moments for North Brahmaputra Region of India. Journal of Hydrologic Engineering, American Society of Civil Engineers 10(1):1–7

    Google Scholar 

  • Kumar R, Chatterjee C, Kumar S, Lohani AK, Singh RD (2003) Development of regional flood frequency relationships using L-moments for Middle Ganga Plains Subzone 1(f) of India. International Journal of Water Resources Management, Kluwer Academic Publishers, Netherlands 17(4):243–257

    Google Scholar 

  • Li WeiFeng, Chen QW, Mao JQ (2009) Development of 1D and 2D coupled model to simulate urban inundation: an application to Beijing Olympic Village. Chin Sci Bull 54(9):1613–1621

    Article  Google Scholar 

  • Machado SM, Ahmad S (2007) Flood hazard assessment of Atrato River in Colombia. Water Resour Manag 21(3):591–609. doi:10.1007/s11269-006-9032-4

    Article  Google Scholar 

  • Maijala T (2001) RESCDAM: development of rescue actions based on dam-break flood analysis. Final report, grant agreement no. Subv 99/52623 Community Action Programme in the field of civil protection. Finnish Environment Institute, Helsinki

  • Merwade V, Cook A, Coonrod J (2008) GIS techniques for creating river terrain models for hydrodynamic modeling and flood inundation mapping. Environ Model Softw 23(10–11):1300–1311

    Article  Google Scholar 

  • Merz B, Thieken AH, Gocht M (2007) Flood risk mapping at the local scale: concepts and challenges. In: Beguim S, Stive M, Hall JW (eds) Flood risk management in Europe. Springer, New york, pp 231–251

    Chapter  Google Scholar 

  • Mondal A (2009) Flood Risk Assessment on Meso scale, in a part of Birupa river basin using temporal RADARSAT data (2003, 2006 & 2008). Thesis submitted to Indian Institute of Remote Sensing (IIRS) and International Institute for Geoinformation Science and Earth Observation (ITC) in partial fulfilment of the requirements for the Joint Master of Science degree in Geo-Hazards. http://iirs.gov.in/iirs/sites/default/files/StudentThesis/arunmodal.pdf

  • NDMA (2008) National disaster management guidelines: Management of floods. National Disaster Management Authority, Government of India, New Delhi

    Google Scholar 

  • NIH (1997) Flood plain mapping in Phulbari (Assam/Meghalaya) area. CS(AR)-23/96-97. National Institute of Hydrology, Roorkee

  • NIH (2009) Flood hazard mapping and flood risk zoning for a River Reach (Ganga between Buxor to Hathidah (Rajendra Bridge near Mokama). National Institute of Hydrology, Roorkee

    Google Scholar 

  • Rahman NM, Ochi S, Murai S, Hashimoto T, Kakiuchi H (1991) Flood risk mapping in Bangladesh-flood disaster management using remote sensing and GIS. In: Rahman NM (ed) Application of remote sensing in Asia and Oceania-environmental change monitoring. Asian Association of Remote Sensing, Tokyo

  • Rungo M, Olesen KW (2003) Combined 1- and 2-dimensional flood modelling. In: 4th Iranian Hydraulic conference, Oct 21–23, Shiraz

  • Samuels PG (1990) Cross section location in one-dimensional models. In: White WR (ed) International conference on river flood hydraulics. Wiley, Chichester, pp 339–350

    Google Scholar 

  • Sanyal J, Lu XX (2005) Remote sensing and GIS-based flood vulnerability assessment of human settlements: a case study of Gangetic West Bengal, India. Hydrol Process 19:3699–3716

    Article  Google Scholar 

  • Sen DJ, Garg NK (1998) Efficient solution technique for dendritic channel networks. J. of Hydrologic Engineering 124:831–839

    Google Scholar 

  • Shrestha MS, Heggen R, Thapa KP, Ghimire ML, Shakya N (2004) Flood risk and vulnerability mapping using GIS: a Nepal case study. In: Proceedings of the second Asia Pacific Association of Hydrology and Water Resources (APHW) conference, vol 1, pp 180–190

  • Stephenson D, Furumele M (2001) A hazard-risk index for urban flooding. XXIX IAHR Congress held at the Beijing International Convention Center (BICC) in Beijing, Sept 16–21

  • Syme WJ, Pinnell MG, Wicks, JM (2004) Modeling flood inundation of urban areas in the UK using 2D/1D hydraulic models. In: Proceedings of 8th national conference on hydraulics in water engineering. The Institution of Engineers, Australia

  • Tingsanchali T, Karim MF (2005) Flood hazard and risk analysis in the southwest region of Bangladesh. Hydrol Process 19:2055–2069

    Article  Google Scholar 

  • USACE (1998) Flood proofing performance: successes and failures. United States Army Corps of Engineers, National Flood Proofing Committee, Washington, DC

    Google Scholar 

  • Werner MGF (2001) Impact of grid size in GIS based flood extent mapping using 1D flow model. Phys Chem Earth 26:517–522

    Google Scholar 

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Correspondence to Chandranath Chatterjee.

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Mani, P., Chatterjee, C. & Kumar, R. Flood hazard assessment with multiparameter approach derived from coupled 1D and 2D hydrodynamic flow model. Nat Hazards 70, 1553–1574 (2014). https://doi.org/10.1007/s11069-013-0891-8

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  • DOI: https://doi.org/10.1007/s11069-013-0891-8

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