A combined hydrologic and hydraulic modeling approach for testing efficiency of structural flood control measures

• Alamilla S, Novotny V, Bartosova A (2001) GIS based approach to floodplain delineation and flood risk estimation applied to the Oak Creek Watershed. Technical report No. 10, Institute for urban environmental risk management, Marquette University, Milwaukee

• Anderson DJ (2000) GIS-based hydrologic and hydraulic modeling for floodplain delineation at highway river crossing, MSc Thesis, The University of Texas, Austin

• Andrysiak PB, Maidment D (2000) Visual floodplain modeling with geographic information systems. CWR Online Report 00–4. Center for Research in Water Resources, The University of Texas, Austin

  Google Scholar 

• Bedient PB, Huber WC (2002) Hydrology and floodplain analysis, 3rd edn. Prentice Hall, Upper Saddle River

  Google Scholar 

• Chow VT, Maidment DR, Mays LW (1988) Applied hydrology. McGraw-Hill Book Company, New York, p 1988

  Google Scholar 

• Clark CO (1945) Storage and the unit hydrograph. Trans Am Soc Civ Eng 110:1419–1446

  Google Scholar 

• Cleveland TG, He X, Fang X, Thompson DB (2007) Synthesis of unit hydrographs from digital elevation models. ASCE J Irrig Drain 134(3):212–221

  Google Scholar 

• Daniil EI, Laziridis LS (2005) Hydrologic modeling considerations for flood management in ungaged basins. In: Proceedings of the 9th international conference on environmental science and technology. Rhodes Island, Greece

• DMI (2006) Turkiye geneli maksimum yagislar, http://www.meteoroloji.gov.tr/2006/arastirma/ arastirma-arastirma.aspx

• HEC (2000) HEC geospatial hydrologic modeling extension (HEC-GeoHMS). U.S. Army Corps of Engineers Hydrologic Engineering Center, USA

  Google Scholar 

• HEC (2001a) Hydrologic modeling system (HEC-HMS) user’s manual. U.S. Army Corps of Engineers Hydrologic Engineering Center, USA

  Google Scholar 

• HEC (2001b) HEC-RAS River analysis system user’s manual. U.S. Army Corps of Engineers Hydrologic Engineering Center, USA

  Google Scholar 

• HEC (2002) HEC-GeoRAS An extension for support of HEC-RAS using ArcView (v 3.1), user’s manual. U.S. Army Corps of Engineers Hydrologic Engineering Center, USA

  Google Scholar 

• Hutchinson MF (1988) Calculation of hydrologically sound digital elevation models. Paper presented at third international symposium on spatial data handling at Sydney, Australia

• Hutchinson MF (1989) A new procedure for gridding elevation and stream line data with automatic removal of spurious pits. J Hydrol 106:211–232

  Article  Google Scholar 

• Izmir General Directorate of Water, Wastewater Management (IZSU) (2004) Streams and weirs of the city Izmir. IZSU, Izmir (in Turkish)

  Google Scholar 

• Lastra J, Fernandez E, Diez-Herrero A, Marquinez J (2008) Flood hazard delineation combining geomorphological and hydrological methods: an example in the Northern Iberian Peninsula. Nat Hazards 45:277–293

  Article  Google Scholar 

• Linsley RK, Kohler MA, Paulhus JLH (1998) Hydrology for engineers (SI metric Ed.). McGraw Hill Book Company, Singapore

  Google Scholar 

• Lopcu Y (2004) Izmir orneginde anlık siddet yontemiyle yagis hiyetografı cikarilmasi, BSc Thesis, Dokuz Eylul Univ. Insaat Muhendisligi Bolumu, No. 270, Izmir, Turkey

• Maidment D, Djokic D (2000) Hydrologic and hydraulic modeling support with geographic information systems. Environmental Systems Research Institute, USA

  Google Scholar 

• McCuen RH (2002) Approach to confidence interval estimation for curve numbers. J Hydrol Eng 7(1):43–48

  Article  Google Scholar 

• Nash JE (1957) The form of the instantaneous unit hydrograph. IASH publications no. 45, 3–4:114–121

• National Weather Service, National Operational Hydrologic Remote Sensing Center (NOAA) (2005) Unit hydrograph (UHG) technical manual. http://www.nohrsc.nws.gov/ technology/gis/uhg_manual.html

• Noorbakhsh ME, Rahnamaweb MB, Montazeri S (2005) Estimation of instantaneous unit hydrograph with Clark’s method using GIS techniques. J Appl Sci 5(3):455–458

  Article  Google Scholar 

• Olivera F, Maidment D (1999) System of GIS-based hydrological and hydraulic applications for highway engineering: summary report. Project summary report 1738-S, Center for Transportation Research Bureau of Engineering Research, The University of Texas at Austin

• Olivera F, Maidment DR (2000) GIS tools for HMS modeling support. In: Maidment DR, Djokic D (eds) Hydrologic and hydraulic modeling support with geographic information systems. Environmental Systems Research Institute Press, USA, pp 85–112

  Google Scholar 

• Onuşluel G. (2005) Floodplain Management based on the HEC-RAS modeling system. PhD Thesis, Graduate School of Natural and Applied Sciences of Dokuz Eylul University, Izmir, Turkey

• Saltelli A. (2006) The critique of modelling and sensitivity analysis in the scientific discourse—an overview of good practices. ISBN: 92-79-03130-9

• Saltelli A, Chan K, Scott EM (2004) Sensitivity analysis. Wiley, Chichester

  Google Scholar 

• Schneider L, McCuen R (2005) Statistical guidelines for curve number generation. J Irrig Drain Eng ASCE 131(3):532–533

  Article  Google Scholar 

• Snyder FF (1938) Synthetic unit-graphs. Trans Am Geophys Union 19:447–454

  Google Scholar 

• Tate E (1999) Floodplain mapping using HEC-RAS and ArcView GIS. CRWR Online Report 99-1, Center for Research in Water Resources, Bureau of Engineering Research, The University of Texas at Austin

• Tempo (2000) Planning report on improvement project of the Bostanli River in Karsiyaka District. Tempo Engineers & Consultants, Izmir (in Turkish)

  Google Scholar 

• U.S. Soil Conservation Service (SCS) (1985) National engineering handbook. U.S. Department of Agriculture, Washington

  Google Scholar 

• Usul N, Yilmaz M (2002) Estimation of instantaneous unit hydrograph with Clark’s techniques in GIS. In: Proceedings of 2002 ESRI international user conference, USA

• Wanielista M, Kertsen R, Eaglin R (1997) Hydrology water quantity and quality control, 2nd edn. Wiley, USA

  Google Scholar 

Download references