1988
DOI: 10.1007/978-3-642-83048-8
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Fluvial Processes in Dryland Rivers

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Cited by 393 publications
(350 citation statements)
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“…1). The Avelós stream is an ephemeral river of 2 nd order (Graff, 1987), ca. 8 km extension, medium steepness of 9.7 m/km and a drainage area of 42 km 2 .…”
Section: Study Areamentioning
confidence: 99%
See 1 more Smart Citation
“…1). The Avelós stream is an ephemeral river of 2 nd order (Graff, 1987), ca. 8 km extension, medium steepness of 9.7 m/km and a drainage area of 42 km 2 .…”
Section: Study Areamentioning
confidence: 99%
“…The Taperoá river is a temporary river of the 6th order (Graff, 1987), whose water remains for several months throughout the year. Its source is at 720 m above sea level; it runs eastwards with a medium steepness of 2.2 m/km discharging its water into the Boqueirão dam.…”
Section: Study Areamentioning
confidence: 99%
“…Indeed, in Mediterranean ephemeral streams, water remains in the channel for too short a time for evaporation to be an important Ž . factor Graf, 1988 . It must therefore be infiltration and transmission losses that reduce Ž .…”
Section: Hydrological Lossesmentioning
confidence: 99%
“…The curve number (CN) method (USDA 1986) allows surface runoff volumes of individual storm events to be estimated; it is widely used because of its simplicity and the limited number of parameters required for runoff prediction (e.g., Graf 1988;Ponce and Hawkins 1996;Bhuyan et al 2003). It is used in a wide range of design situations and has been integrated into many hydrologic, erosion, and water-quality models such as CREAMS (Knisel 1980), SWRRB (Williams et al 1985;Arnold et al 1990), AGNPS (Young et al 1989), EPIC (Sharpley and Williams 1990), PERFECT (Littleboy et al 1992), WEPP (Risse et al 1994) and SWAT.…”
Section: Cn Runoff Estimationmentioning
confidence: 99%