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<article language="en">
	<journal>
		<journal_title>Hydrology and Earth System Sciences</journal_title>
		<journal_url>www.hydrol-earth-syst-sci.net</journal_url>
		<issn>1027-5606</issn>
		<eissn>1607-7938</eissn>
		<volume_number>11</volume_number>
		<issue_number>6</issue_number>
		<publication_year>2007</publication_year>
	</journal>
	<doi>10.5194/hess-11-1825-2007</doi>
	<article_url>http://www.hydrol-earth-syst-sci.net/11/1825/2007/</article_url>
	<abstract_html>http://www.hydrol-earth-syst-sci.net/11/1825/2007/hess-11-1825-2007.html</abstract_html>
	<fulltext_pdf>http://www.hydrol-earth-syst-sci.net/11/1825/2007/hess-11-1825-2007.pdf</fulltext_pdf>
	<start_page>1825</start_page>
	<end_page>1829</end_page>
	<publication_date>2007-11-26</publication_date>
	<article_title content_type="html">Technical Note: Determination of the SCS initial abstraction ratio in an experimental watershed in Greece</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>E. A. Baltas</name>
			<email>baltas@agro.auth.gr</email>
		</author>
		<author numeration="2" affiliations="2">
			<name>N. A. Dervos</name>
		</author>
		<author numeration="3" affiliations="2">
			<name>M. A. Mimikou</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Dept. of Hydraulics, Soil Science and Agricultural Engineering School of Agriculture, Aristotle Univ. of Thessaloniki, 54006 Thessaloniki, Greece</affiliation>
		<affiliation numeration="2" content_type="html">Dept. of Water Resources and Environmental Engineering, National Technical Univ. of Athens, Athens, Greece</affiliation>
	</affiliations>
	<abstract content_type="html">The present study was conducted in an experimental watershed in Attica,
Greece, using observed rainfall/runoff events. The objective of the study
was the determination of the initial abstraction ratio of the watershed. The
average ratio (&lt;i&gt;Ia/S&lt;/i&gt;) of the entire watershed was equal to 0.014. The
corresponding ratio at a subwatershed was 0.037. The difference was
attributed to the different spatial distribution of landuses and geological
formations at the extent of the watershed. Both of the determined ratios are
close to the ratio value of 0.05 that has been suggested from many studies
for the improvement of the SCS-CN method.</abstract>
	<references>
		<reference numeration="1" content_type="text"> Hawkins, R H., Jiang, R., Woodward, D E., Hjelmfelt, A T., Van Mullem, J A., and Quan, Q D.: Runoff Curve Number Method: Examination of the Initial Abstraction Ratio, in: Proceedings of the Second Federal Interagency Hydrologic Modeling Conference, Las Vegas, Nevada, U.S. Geological Survey, Lakewood, Colorado,ASCE Publications, pg.NA, doi:10.1061/40685(2003)308, 2002. </reference>
		<reference numeration="2" content_type="text"> Hjelmfelt, A T.: Empirical investigation of Curve Number technique, J. Hyd. Eng. Div., 106, 1471&amp;ndash;1476, 1980. </reference>
		<reference numeration="3" content_type="text"> Jain, M K., Mishra, S K., and Singh, V P.: Evaluation of AMC-Dependent SCS-CN-Based Models Using Watershed Characteristics, Water Res. Manag., 20, 531&amp;ndash;552, 2006. </reference>
		<reference numeration="4" content_type="text"> Jiang, R.: Investigation of Runoff Curve Number Initial Abstraction Ratio. MS Thesis, Watershed Management, University of Arizona, 120 pp., 2001. </reference>
		<reference numeration="5" content_type="text"> Mishra, S K. and Singh, V P.: Soil Conservation Service Curve Number (SCS-CN) Methodology, Kluwer Academic Publishers, Dordrecht, The Netherlands, ISBN 1-4020-1132-6, 2003. </reference>
		<reference numeration="6" content_type="text"> Mishra, S K. and Singh, V P.: Long-term hydrological simulation based on the Soil Conservation Service curve number, J. Hydrol. Process., 18, 1291&amp;ndash;1313, 2004. </reference>
		<reference numeration="7" content_type="text"> Mishra, S K., Jain, M K., and Singh, V P.: Evaluation of the SCS-CN-based model incorporating antecedent moisture, J. Water Resour. Management, 18, 567&amp;ndash;589, 2004. </reference>
		<reference numeration="8" content_type="text"> Mishra, S K., Jain, M K., Pandey, R P., and Singh, V P.: Catchment area-based evaluation of the AMC-dependent SCS-CN-inspired rainfall-runoff models, J. Hydrol. Process., 19(14), 2701&amp;ndash;2718, 2005. </reference>
		<reference numeration="9" content_type="text"> Mishra, S K., Sahu, R K., Eldho, T I., and Jain, M K.: An Improved Ia-S Relation Incorporating Antecedent Moisture in SCS-CN Methodology, Water Resour. Management, 20, 643&amp;ndash;660, 2006. </reference>
		<reference numeration="10" content_type="text"> Natural Resources Conservation Service (NRCS): National Engineering Handbook, Part 630 Hydrology, U.S. Department of Agriculture, Chapt 4, Storm Rainfall Depth, 1993. </reference>
		<reference numeration="11" content_type="text"> Ponce V M. and Hawkins R H.: Runoff curve number: has it reached maturity?, J. Hydrol. Eng., American Society of Civil Engineers, 1(1), 11&amp;ndash;19, 1996. </reference>
		<reference numeration="12" content_type="text"> Soil Conservation Service (SCS): Hydrology, National Engineering Handbook, Supplement A, Sect 4, Chapt 10, Soil Conservation Service, USDA, Washington, D.C., 1956. </reference>
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		<reference numeration="14" content_type="text"> Wride, D., Chen, M., and Johnstone, R.: Characterizing the Spatial Variability of Rainfall Across a Large Metropolitan Area, Proceedings of the World Water and Environmental Resources Congress, Salt Lake City, Utah, 27 June&amp;ndash;1 July 2004, ASCE Publications, 1&amp;ndash;10, doi:10.1061/40737(2004)155, 2004. </reference>
	</references>
</article>

