1991
DOI: 10.1061/(asce)0733-9429(1991)117:6(725)
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Investigation of Curve Number Procedure

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Cited by 208 publications
(174 citation statements)
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“…The model estimates surface water flow using the modified SCS-CN (Soil Conservation Service-Curve Number) method, which estimates the amount of infiltration and runoff from rainfall excess based on land use, hydrologic soil group, and antecedent moisture condition. According to the SCS-CN method, the total rainfall is divided into initial abstraction, continuous abstraction, and excess rainfall [43]. Daily precipitation, land use characteristics, and soil profile features are used as input for calculations.…”
Section: Agro-hydrological Simulation and Model Calibrationmentioning
confidence: 99%
“…The model estimates surface water flow using the modified SCS-CN (Soil Conservation Service-Curve Number) method, which estimates the amount of infiltration and runoff from rainfall excess based on land use, hydrologic soil group, and antecedent moisture condition. According to the SCS-CN method, the total rainfall is divided into initial abstraction, continuous abstraction, and excess rainfall [43]. Daily precipitation, land use characteristics, and soil profile features are used as input for calculations.…”
Section: Agro-hydrological Simulation and Model Calibrationmentioning
confidence: 99%
“…Este erro decorre do fato de ser este um método empírico, sendo que esta descontinuidade evidenciada na equação utilizada para a obtenção da lâmina de escoamento superficial deve-se à formulação matemática do método. Além disto, Sartori et al (2005), em seu estudo, apontam também para a natureza aleatória do parâmetro CN, como observado por Hjelmfelt (1991).…”
Section: Resultsunclassified
“…There are 13 parameters in the WBCM model: AREA -catchment area (km 2 ), FC -parameter characterising the "average" value of the root zone field capacity (-), POR -parameter characterising the average value of the root zone porosity (-), DROT -parameter of the root zone depth (mm), WIC -the upper limit of interception capacity (mm), SMAX -parameter representing the maximum capacity of the unsaturated zone (mm), ALPHA -parameter describing the non-linear progress of filling of the unsaturated zone (-), CN -SCS Runoff Curve Number (-), The linear distribution of local interception capacities over the catchment area is assumed, which results in a catchment-wide estimate of actual interception and throughfall. The US Soil Conservation Service method based on the runoff curve number (CN) assessment is used to quantify surface runoff (US SCS 1986;Hjelmfelt 1991). Both the recharge of the active zone and its depletion depend, in addition to the atmospheric boundary condition, on soil parameters (field capacity, porosity, hydraulic conductivity) and on the previous soil moisture content, being principally controlled by the field capacity parameter.…”
Section: Methodsmentioning
confidence: 99%