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DOI:10.13522/j.cnki.ggps.2022112
An Optimized SCS-CN Method to Calculate Runoff over Different Underlying Surfaces in Yanqing District of Beijing
LI Zhimei
Water and Soil Conservation Management Station of Yanqing District Water Bureau of Beijing, Beijing 102100, China
Abstract:
【Objective】The soil conservation service curve number (SCS-CN) method is an empirical model developed in the 1950s to estimate event-based rainfall-runoff response. We propose an optimized SCS-CN in this paper and apply it to calculate runoffs in different underlying surfaces in Yanqing District of Beijing.【Method】 Seven different underlying surfaces were selected, and long-term measured rainfall and runoff from each is used to establish and validate the improved SCS-CN model.【Result】①The results calculated using the standard SCS-CN model are higher than the measured values from all seven underlying surfaces. ②The improved SCS-CN model is more accurate than the standard SCS model to reproduce the measured data. ③The improved SCS-CN model is most accurate for estimating runoffs in fallow land, followed by forest land and cultivated land.【Conclusion】The standard SCS-CN model is not suitable for calculating runoff in the seven underlying surfaces in Yanqing District of Beijing, and the proposed SCS-CN model significantly improves it.
Key words:  SCS-CN model; runoff calculation; runoff curve; model improvement; Yanqing District