1996
DOI: 10.1061/(asce)0733-9372(1996)122:6(493)
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ANSWERS-2000: Runoff and Sediment Transport Model

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Cited by 135 publications
(62 citation statements)
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“…A variety of models have been designed for this purpose, including: the Soil and Water Assessment Tool, SWAT [1]; the Annualized Agricultural Non-Point Source model, AnnAGNPS [2]; the Areal Nonpoint Source Watershed Environment Response Simulation model, ANSWERS [3]; and, the Hydrological Simulation Program Fortran, HSPF [4,5] among others. The use of modeling, however, necessitates a certain degree of model accuracy.…”
Section: Introductionmentioning
confidence: 99%
“…A variety of models have been designed for this purpose, including: the Soil and Water Assessment Tool, SWAT [1]; the Annualized Agricultural Non-Point Source model, AnnAGNPS [2]; the Areal Nonpoint Source Watershed Environment Response Simulation model, ANSWERS [3]; and, the Hydrological Simulation Program Fortran, HSPF [4,5] among others. The use of modeling, however, necessitates a certain degree of model accuracy.…”
Section: Introductionmentioning
confidence: 99%
“…The automatic characterization of stream networks is a necessary preliminary step for many computer-based hydrologic and geomorphic models (e.g. Moore et al 1991, Bouraoui and Dillaha 1996, Wilson and Gallant 2000, 2008, and therefore, the development of DEM processing algorithms as well as relevant software tools to extract hydrologic information from DEM, has been at the forefront of research (e.g. O'Callaghan and Mark 1984, Costa-Cabral and Burges 1994, Wolock and McCabe 1995, Moore et al 1996, Tarboton 1997, Wilson and Gallant 2000, Orlandini et al 2003.…”
Section: Applications Of Dems For Giuh-based Hydrological Modellingmentioning
confidence: 99%
“…Rodríguez-Iturbe and , Valdés et al (1979), , Gupta et al (1980), , Allam and Balkhair (1987), Al-Wagdany and Rao (1997) Geomorpho-climatic instantaneous unit hydrograph (GCIUH) Rodríguez-Iturbe et al (1982a, 1982b) Gamma GIUH model Duchesne et al (1997), Jin (1992), Van der Tak and Bras (1990) HGIUH (hydraulically based GIUH), Kirshen and Bras (1983) Kirkby (1976), Gupta et al (1986), Mesa and Mifflin (1986), Gupta and Mesa (1988), Naden (1992), Rinaldo et al (1995), Franchini and O'Connell (1996), Rinaldo and Rodriguez-Iturbe (1996), Gandolfi and Bischetti (1997) Mark (1984), Jenson and Domingue (1988), Fairfield and Leymarie (1991), Moore et al (1991Moore et al ( , 1996, Quinn et al (1991), Costa-Cabral and Burges (1994), Wolock and McCabe (1995), Bouraoui and Dillaha (1996), Tarboton (1997), Walker and Willgoose (1999), Wilson and Gallant (2000), Tarboton and Ames (2001), Orlandini et al (2003), Nardi et al (2006Nardi et al ( , 2008, Wilson et al (2007) (Continued )…”
Section: Geomorphological Instantaneous Unit Hydrograph (Giuh)-based mentioning
confidence: 99%
“…based on the surface catchment area, of which 86% is derived from groundwater discharge from the Chalk aquifer in the upper part of the catchment. However, the groundwater catchment of the Pang differs from the surface catchment as the regional groundwater flow pattern is influenced by the Thames and by springs along the northern (Boorman et al, 1995) (Bouraoui and Dillaha, 1996;Haverkamp et al, 1998); a fully-distributed distributed, soil water balance model with varying root depth, Root Layer Model (RLM) (Ragab et al, 1997) (1993/4 and 1994/ 5). Monthly values of recharge (as hydrologically effective precipitation, HEP) for the same period based on grass cover and soils with a medium available water capacity and a single rainfall station were obtained from MORECS (version 2).…”
Section: Study Areamentioning
confidence: 99%