Development of a watershed-scale long-term hydrologic impact assessment model with the asymptotic curve number regression equation

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Abstract

In this study, 52 asymptotic Curve Number (CN) regression equations were developed for combinations of representative land covers and hydrologic soil groups. In addition, to overcome the limitations of the original Long-term Hydrologic Impact Assessment (L-THIA) model when it is applied to larger watersheds, a watershed-scale L-THIA Asymptotic CN (ACN) regression equation model (watershed-scale L-THIA ACN model) was developed by integrating the asymptotic CN regressions and various modules for direct runoff/baseflow/channel routing. The watershed-scale L-THIA ACN model was applied to four watersheds in South Korea to evaluate the accuracy of its streamflow prediction. The coefficient of determination (R2) and Nash-Sutcliffe Efficiency (NSE) values for observed versus simulated streamflows over intervals of eight days were greater than 0.6 for all four of the watersheds. The watershed-scale L-THIA ACN model, including the asymptotic CN regression equation method, can simulate long-term streamflow sufficiently well with the ten parameters that have been added for the characterization of streamflow.

Figures

  • Figure 1. Asymptotic CN regressions obtained in the study by Hawkins [30]. CN(P) is the Curve Number as a function of rainfall, and CN0 = 100/(1 + P/2) defines a threshold below which no runoff occurs until the rainfall P in mm exceeds an initial abstraction of 20% of the maximum potential retention.
  • Table 1. CN values for thirteen land cover types and Hydrologic Soil Groups (HSGs) from Land Cover-based Asymptotic CN Regression Equations (LC-ACN-REs). NEH-4, National Engineering Handbook Chapter 4.
  • Figure 2. Flow diagram for the development of watershed-scale L-THIA ACN model.
  • Table 2. Manning’s roughness coefficient, n, for overland flow [42].
  • Table 3. Suggested maximum slope length for field slope for contouring [45].
  • Figure 3. Storage in a river reach versus reach outflow [54].
  • Table 4. Parameters used in the watershed-scale L-THIA ACN model.
  • Figure 4. Four study watersheds for evaluation of watershed-scale L-THIA ACN model.

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APA

Ryu, J., Jang, W. S., Kim, J., Choi, J. D., Engle, B. A., Yang, J. E., & Lim, K. J. (2016). Development of a watershed-scale long-term hydrologic impact assessment model with the asymptotic curve number regression equation. Water (Switzerland), 8(4). https://doi.org/10.3390/w8040153

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