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Daniil ΕΙ, Michas SN, Nikolaou K, Lazaridis LS:
"Systematic approach for ungaged basins’ discharge determination in Western Peloponnese",
In CEST2011: A-382-389, (Sep 2011)

References included in article: 14 records found.

Order of appearence Full citation SRCosmos Link 
1ASCE, Environmental and Water Resources Institute (2009), Curve Number Hydrology, R.H. Hawkins T.J., Ward D.E. Woodward J.A., Van-Mullem (eds). 
2Bedient PB, Huber WC,
(1988). Hydrology and Floodplain Analysis, Addison-Wesley Publishing Company.		 
3Chin DA,
(2000), Water Resources Engineering, Prentice Hall.		 
4Chow VT, Maidment DR, Mays LW,
(1988), Applied Hydrology, Mc Graw-Hill.		 
5Daniil EI, Michas SN,
(2006), Discussion of “Factors Affecting Estimates of Average Watershed Slope” by A. Jason Hill and Vincent S. Neary, 2005, 10(2), 133-140, J. of Hydrologic Engineering, ASCE, 2006, 11(4), 382-384 (EWRI 2008 Best discussion award).		 
6Daniil EI, Michas SN,
(2009) Use of digital elevation models for the determination of stormwater discharges for highway and railway projects, 33rd IAHR Congress, Water Engineering for a sustainable environment, 9-14 Aug. 2009, Vancouver, BC, Canada.		 
7Daniil EI, Michas SN, Aerakis GS,
(2010), Hydrologic and hydraulic computations for watercourse demarcation in Greece, Environmental Hydraulics, Christodoulou & Stamou (eds), 1, pp 349-354.		 
8Daniil EI, Michas SN, Lazaridis LS,
(2008), On the determination of design discharges in ungaged basins for highway and railway projects, Conf. Protection and Restoration of the Environment IX, Kefalonia, Greece, 29 June - 3 July 2008.		 
9Hydroexigiantiki (2002), Flood Protection works of Diakoniaris Stream upstream and downstream of the Patra motorway bypass, Preliminary study, MEPPW. 
10Kaleris V, Demetracopoulos A,
(2008). Determination of IDF curves for the area of western Greece from Patras to Pyrgos, University of Patras.		 
11Kaleris V, Demetracopoulos A,
(2009). Determination of IDF curves for the area of western Greece from Pyrgos to Tsakona, University of Patras.		 
12Kumar M, Bhatt G, Duffy CJ,
(2010), An object-oriented data model for GIS and distributed hydrologic models, Int. J. of Geographical Information Science, 24(7), 1061-1079.		 
13Ponce VM, Hawkins RH,
(1996), Runoff Curve Number: Has It Reached maturity?, J. Hydrol. Eng., 1(1), pp. 11-19.		 
14U.S. Dept. of Transortation, Federal Highway Administration, Hydraulic Design Series No. 2, 2nd Ed., Highway Hydrology, Pub. Np. FHWA-NHI-02-001October 2002.