2021
DOI: 10.1007/s12040-021-01756-2
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Evaluation of SCS model for flood characteristic prediction in an ungauged catchment considering effects of excess rainfall and base flow separation

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Cited by 17 publications
(4 citation statements)
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“…The SCS-CN model is a precipitation runoff model developed by the water and Soil Conservation Service of the United States Department of Agriculture, which considers regional underlying surface factors and meteorological factors, and reflects the influence of different soil types and land use types on runoff [ 21 , 22 , 23 ]. The SCS-CN model is used to calculate runoff, and the final calculation equation is as follows: where is the direct runoff (mm); is the total precipitation (mm); is the potential maximum retention (mm); = , is the initial loss rate (0.1 ≤ ≤ 0.3), which is mainly affected by geological and meteorological factors.…”
Section: Methodsmentioning
confidence: 99%
“…The SCS-CN model is a precipitation runoff model developed by the water and Soil Conservation Service of the United States Department of Agriculture, which considers regional underlying surface factors and meteorological factors, and reflects the influence of different soil types and land use types on runoff [ 21 , 22 , 23 ]. The SCS-CN model is used to calculate runoff, and the final calculation equation is as follows: where is the direct runoff (mm); is the total precipitation (mm); is the potential maximum retention (mm); = , is the initial loss rate (0.1 ≤ ≤ 0.3), which is mainly affected by geological and meteorological factors.…”
Section: Methodsmentioning
confidence: 99%
“…The SCS method is commonly used for hydrological modeling in both controlled and uncontrolled catchments [64,65]. This method to assess the impact of urbanization on changes in hydrology was used, among others, by Li et al [66], who studied the hydrologic effects of urbanization on direct runoff characteristics in Shenyang (China) and by Sjöman and Gill [67] in the analysis of sealing due to changes in land use in the Höjeå river catchment (Sweden).…”
Section: Scs-cn Methodsmentioning
confidence: 99%
“…where Q is the direct runoff (mm); P is the total precipitation (mm); F is the actual infiltration amount; S is the potential maximum retention (mm); and I a = λS, λ is the initial loss rate. Under the condition of average runoff, the standard value of λ is 0.2 [23,24]. Combining Formulas (1) and ( 2), the surface runoff calculation formula of SCS-CN model can be established:…”
Section: Numerical Flood Simulationmentioning
confidence: 99%