1999
DOI: 10.1061/(asce)1084-0699(1999)4:1(89)
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Evolution of Clark's Unit Graph Method to Spatially Distributed Runoff

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“…Subcatchments are ranked based on their contribuƟon the flood peak Kull and Feldman (1999), where the study area is divided into uniform cells, runoff for each cell is determined and lagged based on the travel time to the outlet. Runoff is also directed through a reservoir function to account for storage.…”
Section: Flood Index Categorisaɵonmentioning
confidence: 99%
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“…Subcatchments are ranked based on their contribuƟon the flood peak Kull and Feldman (1999), where the study area is divided into uniform cells, runoff for each cell is determined and lagged based on the travel time to the outlet. Runoff is also directed through a reservoir function to account for storage.…”
Section: Flood Index Categorisaɵonmentioning
confidence: 99%
“…3 was used to account for spatially distributed rainfall, losses, and storage within a catchment. The underlying assumption of the ModClark model is that the velocity of the flow is uniform over the entire area and the duration of runoff to the outlet is directly proportional to the distance from the outlet (Kull and Feldman 1999;Bhattacharya et al 2012).…”
Section: Flood Index Categorisaɵonmentioning
confidence: 99%