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Assessment of several flood estimation methodologies in Makkah metropolitan area, Saudi Arabia

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Abstract

Estimation of floods in a hydrological basin is essential for efficient flood management and development planning. Several approaches have been proposed to estimate flood peak discharge based on topographic and morphometric characteristics of ungauged hydrological basins. Two global approaches, namely the rational and the curve number methods, along with four national regression models have been compared over Makkah metropolitan area, Saudi Arabia. The curve number methodology has been taken as the basis of comparison due to its precision and wide utilization. Results show that the rational method produces differences equal to 44% in terms of peak discharges. Moreover, the best national regression model gives difference in the order of 18% with respect to the curve number results. Other national models give results very far away from those of the curve number (up to 95%), which can be considered as measures for their awful accuracy. Hence, the curve number is recommended as an optimum methodology for flood estimation, in Makkah city, in case of availability of geological, metrological, land use, and topographic datasets. Otherwise, a specific national regression model (Al-Subai) may be utilized in a simple way.

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References

  • Adebayo W, Solomon O, Ayanniyi M, Sikiru F (2009) Evaluation of synthetic unit hydrograph methods for the development of design storm hydrographs for rivers in South-West, Nigeria. Journal of American Science 5(4):23–32

    Google Scholar 

  • Al-Jabari S, Abu Sharakh M, Al-Mimi Z (2009) Estimation of runoff for agricultural watershed using SCS curve number and GIS. Proceedings of the Thirteenth International Water Technology Conference, Hurghada, Egypt, pp. 1213–1229

  • Al Saud M (2010) Assessment of flood hazard of Jeddah area 2009, Saudi Arabia. Journal of Water Resource and Protection 2:839–847

    Article  Google Scholar 

  • Al-Subai K (1992) Erosion-sedimentation and seismic considerations to dam sitting in the central Tihamat Asir region. Ph.D dissertation, Faculty of Earth Science, King Abdulaziz University, Saudi Arabia

  • Dang N, Babel M, Luong H (2011) Evaluation of food risk parameters in the Day River flood diversion area, Red River delta, Vietnam. Natural Hazards 56:169–194

    Article  Google Scholar 

  • Dawod G, Koshak N (2011) Developing GIS-based unit hydrographs for flood management in Makkah metropolitan area, Saudi Arabia. J Geogr Inf Syst 3(2):153–159

    Google Scholar 

  • Dawod G, Mirza M, Al-Ghamdi K (2011) GIS-based spatial mapping of flash flood hazards in Makkah city, Saudi Arabia. J Geogr Inf Syst 3(3):217–223

    Google Scholar 

  • Ebrahimian M, See L, Abdul Malek I (2009) Application of Natural Resources Conservation Service—curve number method for runoff estimation with GIS in the Kardeh watershed, Iran. Eur J Sci Res 34(4):575–590

    Google Scholar 

  • Elaji A (2010) Applications of Geographic Information Systems to construct databases of morphometric characteristics and their hydrologic meanings in Yalamlam basin (in Arabic). MSC thesis, Umm Al-Qura University, Makkah, Saudi Arabia

  • Farquharson K, Meigh R, Sutcliffe V (1992) Regional flood frequency analysis in arid and semi-arid areas. J Hydrol 138(3–4):487–501

    Article  Google Scholar 

  • Forkuo E (2011) Flood hazard mapping using Aster image data with GIS. International Journal of Geomatics and Geosciences 1(4):932–950

    Google Scholar 

  • Gul G, Harmancıoglu N, Gul A (2009) A combined hydrologic and hydraulic modeling approach for testing efficiency of structural flood control measures. Natural Hazards 54(2):245–260. doi:10.1007/s11069-009-9464-2

    Article  Google Scholar 

  • Hagen E, Lu X (2011) Let us create flood hazard maps for developing countries. Natural Hazards 58:841–843

    Article  Google Scholar 

  • Hsu W, Huang P, Chang C, Chen C, Hung D, Chiang W (2011) An integrated flood risk assessment model for property insurance industry in Taiwan. Natural Hazards 58:1295–1309

    Article  Google Scholar 

  • Ishak E, Haddad K, Zaman M, Rahman A (2011) Scaling property of regional floods in New South Wales, Australia. Natural Hazards. doi:10.1007/s11069-011-9719-6

  • Kim S, Lee K (2010) Regional low flow frequency analysis using Bayesian regression and prediction at ungauged catchment in Korea. KSCE J Civ Eng 14(1):87–98

    Article  Google Scholar 

  • Koshak, N. and Dawod, G. (2011) A GIS morphometric analysis of hydrological basins for flood management within Makkah Metropolitan Area, Saudi Arabia. International Journal of Geomatics and Geosciences (in press)

  • Liu Y, Chen Z, Wang J, Xu S, Hu B (2011) Fifty-year rainfall change and its effect on droughts and floods in Wenzhou, China. Natural Hazards 56:131–143

    Article  Google Scholar 

  • Meddi M, Assani A, Meddi H (2010) Temporal variability of annual rainfall in the Macta and Tafna catchments, Northwestern Algeria. Water Resour Manag 24:817–3833

    Article  Google Scholar 

  • Metwaly M, El-Awadi E, Al-Arifi N (2010) Flooding risk analysis of the central part of western Saudi Arabia using remote sensing data. Proceedings of the Fifth National GIS Symposium in Saudi Arabia, Al-Khobar, April 26–28

  • Mihalik E (2007) Watershed characterization and runoff modelling of the Chapel Branch Creek, Orangeburg county, South Carolina. MSC thesis, College of Charleston, USA

  • Mirza M, Dawod G, Al-Ghamdi K (2011a) Assessment of flood hazards on road network in Makkah city and holly areas using a 3D GIS (in Arabic), Un-published technical report, Center of research excellence in Hajj and Omrah, Umm Al-Qura University, Makkah, Saudi Arabia

  • Mirza M, Dawod G, Al-Ghamdi K (2011b) Accuracy and relevance of digital elevation models for geomatics applications—a case study of Makkah municipality, Saudi Arabia. International Journal of Geomatics and Geosciences 1(4):803–812

    Google Scholar 

  • MPWH (Saudi Ministry of Public Works and Housing) (2001) Storm water drainage system for Muzdalifa and Arafat areas, Unpublished technical report, December 2001

  • Moel H, Aerts J (2011) Effect of uncertainty in land use, damage models and inundation depth on flood damage estimates. Natural Hazards 58:407–425

    Article  Google Scholar 

  • Mouri G, Kanae S, Oki T (2011) Long-term changes in flood event patterns due to changes in hydrological distribution parameters in a rural–urban catchment, Shikoku, Japan. Atmos Res. doi:10.1016/j.atmosres.2011.02.002

  • Nouh M (1987) A comparison of three methods for regional flood frequency analysis in Saudi Arabia. Water Resour 10:212–219

    Article  Google Scholar 

  • Nouh M (2006) Wadi flow in the Arabian Gulf states. Hydrolog Process 20:2393–2413

    Article  Google Scholar 

  • Parker D, Priest S, McCarthy S (2011) Surface water flood warnings requirements and potential in England and Wales. Appl Geogr 31:891–900

    Article  Google Scholar 

  • Quraishi A, Al-Hassoun S (1996) Use of Talbot formula for estimating peak discharge in Saudi Arabia. Journal of King Abdulaziz University–Engineering Sciences 8:73–85

    Article  Google Scholar 

  • Reshma T, Kumar P, Babu M, Kumar K (2010) Simulation of runoff in watersheds using SCS-CN and Muskingum-Cunge methods using remote sensing and geographical information systems. International Journal of Advanced Science and Technology 25:31–42

    Google Scholar 

  • Şen Z, Al-Suba’l K (2002) Hydrological considerations for dam siting in arid regions: a Saudi Arabian study. Hydrol Sci J 47(2):173–186

    Article  Google Scholar 

  • Şen Z (2008a) Modified hydrograph method for arid regions. Hydrolog Process 22:356–365

    Article  Google Scholar 

  • Şen Z (2008b) Wadi hydrology. CRC Press, New York

    Google Scholar 

  • Singh K, Pal M, Singh V (2010) Estimation of mean annual flood in Indian catchments using back-propagation neural network and m5 model tree. Water Resour Manag 24:2007–2019

    Article  Google Scholar 

  • Soussa H, El Feel A, Alfy S, Yousif M (2010) Flood hazard in wadi Rahbaa area, Egypt. Arabian Journal of Geosciences. doi:10.1007/s12517-010-0144-z

  • Steenbergen F (ed) (2010) Guidelines on spate irrigation, FAO (Food and Agriculture Organization of the United Nations) irrigation and drainage paper 65. Food and Agriculture Organization of the United Nations, Rome

    Google Scholar 

  • Subyani A, Al-Dakheel A (2009) Multivariate geostatistical methods of mean annual and seasonal rainfall in southwest Saudi Arabia. Arab Journal of Geosciences 2. doi:10.1007/s12517-008-0015-z

  • Subyani A (2011) Hydrologic behavior and flood probability for selected arid basins in Makkah area, western Saudi Arabia. Arab J Geosci 4:817–824

    Article  Google Scholar 

  • Tayfur G, Singh V (2010) Predicting mean and bankfull discharge from channel cross-sectional area by expert and regression methods. Water Resour Manag. doi:10.1007/s11269-010-9741-6

  • US ACE (US Army Corps of Engineers) (1994) Flood-runoff analysis manual. United States Army Corps of Engineers. Davis, California, USA.

  • US ACE (US Army Corps of Engineers) (2004) Physical stream assessment. United States Army Corps of Engineers. Davis, California, USA.

  • US DoT (US Department of Transportation) (2002) Highway hydrology manual, Publication No. FHWA-02-001.

  • US NRCS (US National Resources Conservation Services) (1986) Urban hydrology for small watersheds, Technical Manual TR55.

  • US TDoT (US Texas Department of Transportation) (2009) Hydraulic design manual.

  • Xianzhao L, Jiazhu L (2008) Application of SCS model in estimation of runoff from small watershed in Loess plateau of China. Chin Geogr Sci 18(3):235–241

    Article  Google Scholar 

Download references

Acknowledgments

The authors would like to acknowledge the financial support offered by the Center of Research Excellence in Hajj and Umrah (Hajjcore), Umm Al-Qura University, Makkah, Saudi Arabia.

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Correspondence to Gomaa M. Dawod.

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Dawod, G.M., Mirza, M.N. & Al-Ghamdi, K.A. Assessment of several flood estimation methodologies in Makkah metropolitan area, Saudi Arabia. Arab J Geosci 6, 985–993 (2013). https://doi.org/10.1007/s12517-011-0405-5

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  • DOI: https://doi.org/10.1007/s12517-011-0405-5

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