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Articles

Estimating urban flooding potential near the outlet of an arid catchment in Saudi Arabia

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Pages 672-688 | Received 12 Mar 2016, Accepted 27 Oct 2016, Published online: 30 Nov 2016

References

  • Abosuliman S, Kumar A, Alam F. 2014. Flood disaster planning and management in Jeddah, Saudi Arabia – a survey. In: Proceedings of the 2014 International Conference on Industrial Engineering and Operations Management; January 7—9; Bali: IEOM; p. 2380–2387.
  • Chow VT. 1951. A general formula for hydrologic frequency analysis. Trans Am Geophys Union. 32:231–237.
  • Cunge JA. 1969. On the subject of a flood propagation computation method (Muskingum method). J Hydraul Res. 7:205–230.
  • Dile YT, Srinivasan R. 2014. Evaluation of CFSR climate data for hydrologic prediction in data-scarce watersheds: an application in the Blue Nile River Basin. J Am Water Resour Assoc. 50:1226–1241. doi: 10.1111/jawr.12182.
  • Doocy S, Daniels A, Murray S, Kirsch TD. 2013. The human impact of floods: a historical review of events 1980–2009 and systematic literature review. PLoS Curr. 5. doi: 10.1371/currents.dis.f4deb457904936b07c09daa98ee8171a.
  • Edgell HS. 1997. Aquifers of Saudi Arabia and their geological framework. Arab J Sci Eng. ( Water Resources in the Arabian Peninsula: Part I) 22:3–31.
  • El Hassan IM, Algarni DA, Dalbouh FM. 2014. Flood risk prediction using DEM and GIS as applied to Wijj Valley, Taif, Saudi Arabia. J Geomat. 8:86–89.
  • El-Baz F. 2010. Arab environment: Water. Remote Sensing: Generating Knowledge about Groundwater. AFED. 201–222. Available from: http://www.afedonline.org/report2010/pdf/en/specialstudy.pdf.
  • [EMRL] Environmental Modeling Research Laboratory. 2015. Watershed modeling system (WMS) version 10.0 tutorial. Utah: Brigham Young University.
  • Erturk A, Gurel M, Baloch MA, Dikerler T, Varol E, Akbulut N, Tanik A. 2006. Application of watershed modeling system (WMS) for integrated management of a watershed in Turkey. J Environ Sci Health A. 41:2045–2056.
  • [FAO] Food and Agriculture Organization of the United Nations. 1998. World reference base for soil resources. World Soil Resources Report, #84. Rome: FAO; p. 88.
  • Ghahroudi M. 2006. SCS model assessment in runoff estimation: case study: watershed of AmirKabir Dam (Karaj). Geogr Dev. 4:9–16.
  • Hasanean H, Almazroui M. 2015. Rainfall: features and variations over Saudi Arabia, a review. Climate. 3:578–626.
  • Horritt MS, Bates PD. 2002. Evaluation of 1D and 2D numerical models for predicting river flood inundation. J Hydrol. 268:87–99.
  • [IDD] International Disaster Database. 2015. Center for research on the epidemiology of disasters. Country profile: natural disasters; Available from: http://www.emdat.be.country-profile/index.html.
  • Köppen W. 1936. Das geographisca system der klimate. In: Köppen W, Geiger G editors. Handbuch der Klimatologie [Handbook of Climatology]. 1.C. Gebr, Stuttgart: Borntraeger; p. 1–44.
  • Lázaro R, Rodrigo F, Gutiérrez L, Domingo F, Puigdefabregas J. 2001. Analysis of a 30-year rainfall record (1967–1997) in semi-arid SE Spain for implication on vegetation. J Arid Environ. 48:373–395.
  • Lee KS, Lee SI. 2003. Assessment of post-flooding conditions of rice fields with multi-temporal satellite SAR data. Int J Remote Sens. 24:3457–3465.
  • McClure HA. 1978. Ar Rub' Al Khali. In: Quaternary period in Saudi Arabia, Vol. 1. Vienna; Springer-Verlag; p. 252–263.
  • McDonnell RA. 1996. Including the spatial dimension: using geographical information systems in hydrology. Prog Phys Geogr. 20:159–177.
  • Mishra SK, Singh VP. 2004. Long-term hydrological simulation based on soil conservation curve number. J Hydrol Process. 18:1291–1313.
  • Najafi MR, Moradkhani H, Piechota TC. 2012. Ensemble streamflow prediction: climate signal weighting methods vs. climate forecast system reanalysis. J Hydrol. 442–443:105–116.
  • Nanía LS, León AS, García MH. 2014. A hydrologic-hydraulic model for simulating dual drainage and flooding in urban areas: application to a catchment in the metropolitan area of Chicago, IL. J Hydrol Eng. 20. doi: 10.1061/(ASCE)HE.1943-5584.0001080.
  • Noman N, Nelson E, Zundel A. 2003. Improved process for floodplain delineation from digital terrain models‏. J Water Resour. 129:427–436.
  • Noman NS, Nelson EJ, Zundel AK. 2001. Review of automated floodplain delineation from digital terrain models. J Water Resour Plan Manag. 127:394–402.
  • Pilgrim H, Chapman T, Doran D. 1988. Problems of rainfall-runoff modelling in arid and semiarid regions. Hydrol Sci J. 33:379–400.
  • Ponce VM. 1989. Engineering hydrology – principles and practices. Englewood cliffs (NJ): Prentice-Hall.
  • Ponce VM, Hawkins R. 1996. Runoff curve number: has it reached maturity? J. Hydrol Eng ASCE. 1:11–19.
  • Saha S, Moorthi, S, Pan H-L, Wu X, Wang J, Nadiga S, Tripp P, Kistler R, Woollen J, Behringer D, et al. 2010. The NCEP climate forecast system reanalysis. Bull Am Meteorol Soc. 91:1015–1057.
  • [SCS] U.S. Soil Conservation Service. 1986. Technical release 55: urban hydrology for small watersheds. Washington (DC): USDA (US Department of Agriculture).
  • Sharif HO, Al-Juaidi FH, Al-Othman A, Al-Dousary I, Fadda E, Jamal-Uddeen S, Elhasssan A. 2014. Flood hazards in an urbanizing watershed in Riyadh, Saudi Arabia. Geomat Nat Hazards Risk. 7: 702–720.
  • Shrestha MN. 2003. Spatially distributed hydrological modelling considering land-use changes using remote sensing and GIS. In: Proceedings of Map Asia Conference; Kuala Lumpur, Malaysia. Available from: http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.542.3756&rep=rep1&type=pdf
  • Singh V, Frevet D. 2006. Watershed models. London: Taylor & Francis.
  • Smemoe C, Nelson E, Zundel A, Miller A. 2007‏. Demonstrating floodplain uncertainty using flood probability maps. J Am Water Resour Assoc. 43:359–371.
  • [USACE] United States Army Corps of Engineers. 2000. Hydrologic modeling system HEC-HMS, technical reference manual. Davis, CA: USACE Hydrologic Engineering Center.
  • [USACE] United States Army Corps of Engineers. 2010a. Hydrologic modeling system HEC-HMS, technical reference manual. Davis, CA: USACE Hydrologic Engineering Center.
  • [USACE] United States Army Corps of Engineers. 2010b. HEC-RAS river analysis system, hydraulic reference manual 4.1. Davis, CA: USACE Hydrologic Engineering Center.
  • Wei W, Jilong C, Ronghui H. 2013. Water budgets of tropical cyclones: three case studies. Adv Atmos Sci. 30:468–484.
  • Wheater H, Butler A, Stewart E, Hamilton G. 1991. A multivariate spatial-temporal model of rainfall in southwest Saudi Arabia. I. Spatial rainfall characteristics and model formulation. J Hydrol. 125:175–199.
  • [WMO] World Meteorological Organization. 2003. Our future climate (Publication WO-952). Available from: http://climateofourfuture.org