2008
DOI: 10.1016/j.cageo.2007.05.023
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A GIS-based method to calculate flow accumulation by considering dams and their specific operation time

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Cited by 57 publications
(31 citation statements)
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“…This latter variable corresponds to a theoretical estimate of water quantities accumulated in a point coming from upstream flows (Schä uble et al, 2008) and was generated using the Arc Hydro toolbox of ArcGIS (Maidment, 2002). Pedological variables considered were:…”
Section: The Availability Of Watermentioning
confidence: 99%
“…This latter variable corresponds to a theoretical estimate of water quantities accumulated in a point coming from upstream flows (Schä uble et al, 2008) and was generated using the Arc Hydro toolbox of ArcGIS (Maidment, 2002). Pedological variables considered were:…”
Section: The Availability Of Watermentioning
confidence: 99%
“…Apart from regional differences, there are almost no large river catchments that are unaffected by large dams and their continuous or intermittent influence on sediment yield (Schäuble et al 2008). In Mediterranean areas and semiarid environments, where water resources are scarce and variable in time, dams located in the headwaters are the main source of water for irrigation, hydroelectricity production, and human supplies.…”
Section: Introductionmentioning
confidence: 99%
“…These simulations are based on single-direction flow algorithm (D8) (also called steepest gradient algorithm) (O'Callaghan and Mark, 1984). The D8 algorithm has been widely used in the simulation of surface flow paths (e.g., Marks et al, 1984;Jones, 2002;Schäuble et al, 2008). However, it has not been widely used to simulate subsurface flow paths at different interfaces, although some studies have used other algorithms (e.g., MD8 and Dinf) to predict groundwater level thus groundwater flow (e.g., Zinko et al, 2005;Sørenson et al, 2006).…”
Section: Introductionmentioning
confidence: 99%