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Jun Li, Chang-ming Liu. 2017: Improvement of LCM model and determination of model parameters at watershed scale for flood events in Hongde Basin of China. Water Science and Engineering, 10(1): 36-42. doi: 10.1016/j.wse.2017.03.006
Citation: Jun Li, Chang-ming Liu. 2017: Improvement of LCM model and determination of model parameters at watershed scale for flood events in Hongde Basin of China. Water Science and Engineering, 10(1): 36-42. doi: 10.1016/j.wse.2017.03.006
shu

Improvement of LCM model and determination of model parameters at watershed scale for flood events in Hongde Basin of China

doi: 10.1016/j.wse.2017.03.006

  • a Key Laboratory of Mountain Hazards and Earth Surface Processes, Institute of Mountain Hazards and Environment,            Chinese Academy of Sciences, Chengdu 610041, China

  • b Key Laboratory of Water Cycle and Related Land Surface Processes, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, Beijing 100101, China

Funds:  This work was supported by the National Natural Science Foundation of China (Grants No. 41271048 and 41330529)
More Information
  • Corresponding author: Jun Li
  • Received Date: 2016-07-12
  • Rev Recd Date: 2016-10-10
    Abstract
  • Considering the fact that the original two-parameter LCM model can only be used to investigate rainfall losses during the runoff period because the initial abstraction is not included, the LCM model was redefined as a three-parameter model, including the initial abstraction coefficient  , the initial abstraction  , and the rainfall loss coefficient R. The improved LCM model is superior to the original two-parameter model, which only includes r and R, where r is the initial rainfall loss index and can be calculated with   using the Soil Conservation Service curve number (SCS-CN) method, with  . The trial method was used to determine the parameter values of the improved LCM model at the watershed scale for 15 flood events in the Hongde Basin in China. The results show that larger r values are associated with smaller R values, and the parameter R ranges widely from 0.5 to 2.0. In order to improve the practicability of the LCM model,   with   is reasonable for simplifying calculation. When the LCM model is applied to arid and semi-arid regions, rainfall without yielding runoff should be deducted from the total rainfall for more accurate estimation of rainfall-runoff.

     

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  • Arnold, J.G., Williams, J.R., Srinivasan, R., King, K.W., 1996. SWAT: Soil and Water Assessment Tool. USDA-ARS, Grassland, Soil and Water Research Laboratory, Temple.
    Aron, G., Lakatos, D.F., Miller, A.C., 1977. Infiltration formula based on SCS curve number. Journal of the Irrigation and Drainage Division 103(4), 419–427.
    Gao, Y., Zhu, B., Miao, C.Y., Zhang, J., 2006. Application of SCS-CN method to estimate the runoff on sloping field of purple soil. Chinese Agricultural Science Bulletin 22, 396–400 (in Chinese).
    Huang, M.B., Gallichand, J., Dong, C.Y., Wang, Z.L., Shao, M.A., 2007. Use of soil moisture data and curve number method for estimating runoff in the Loess Plateau of China. Hydrological Processes 21(11), 1471–1481. http://dx.doi.org/10.1002/hyp.6312.
    Li, J., Liu, C.M., Wang, Z.G., Liang, K., 2015. Two universal runoff yield models: SCS vs. LCM. Journal of Geographical Sciences 25(3), 311–318. http://dx.doi.org/10.1007/s11442-015-1170-2.
    Lim, K.J., Engel, B.A., Muthukrishnan, S., Harbor, J., 2006. Effects of initial abstraction and urbanization on estimated runoff using CN technology. Journal of the American Water Resources Association 42(3), 629–643. http://dx.doi.org/10.1111/j.1752-1688.2006.tb04481.x
    Liu, C.M., Hong, B.X., Zeng, M.X., Cheng, Y., 1965. Experimental research of predicting storm-runoff relationship in Loess Plateau. Chinese Science Bulletin 10(2), 158–161 (in Chinese).
    Liu, C.M., Zhong, J.X., 1978. Preliminary analysis of effects of forest on runoff in Loess Plateau. Acta Geographica Sinica 33(2), 112–126 (in Chinese).
    Liu, C.M., Wang, G.T., 1980. The estimation of small-watershed peak flows in China. Water Resources Research 16(5), 881–886. http://dx.doi.org/10.1029/WR016i005p00881.
    Liu, C.M., Wang, Z.G., Zheng, H.X., Zhang, L., Wu X.F. 2008. HIMS system and its development and application of custom model. Science in China Series E: Technological Sciences 38(3), 350–360, http://dx.doi.org/10.1360/ze2008-38-3-350 (in Chinese).
    Liu, C.M., Zheng, H.X., Wang, Z.G., Yang, S.T., 2010. Multi-scale integrated simulation of hydrological processes using HIMS with verified case studies. Journal of Beijing Normal University (Natural Science Edition) 46(3), 268–273 (in Chinese).
    Liu, C.M., Bai, P., Gong, T.L., Wang, Z.G., Liu, X.M., 2013. Estimation of peak flow of an ungauged basin in Tibetan Plateau. South to North Water Transfers and Water Science and Technology 11(1), 1–6 (in Chinese).
    Liu, C.M., Wang, Z.G., Yang, S.T., Sang, Y.F., Liu, X.M, Li, J., 2014. Hydro-informatic modeling system: Aiming at water cycle in land surface material and energy exchange processes. Acta Geographica Sinica 69(5), 579–587. http://dx.doi.org/10.11821/dlxb201405001 (in Chinese).
    Mishra, S.K., Singh, V.P., 2002. SCS-CN method, Part 1: Derivation of SCS-CN-based models. Acta Geophysica Polonica 50(3), 457–477.
    Mishra, S.K., Singh, V.P., 2004. Long-term hydrological simulation based on the soil conservation service curve number. Hydrological Processes 18(7), 1291–1313. http://dx.doi.org/10.1002/hyp.1344.
    Mishra, S.K., Singh, V.P., 2013. Soil Conservation Service Curve Number (SCS-CN) Methodology. Springer Science and Business Media, Dordrecht.
    Patil, J. P., Sarangi, A., Singh, A.K., Ahmad, T., 2008. Evaluation of modified CN methods for watershed runoff estimation using a GIS-based interface. Biosystems Engineering 100(1), 137–146. http://dx.doi.org/10.1016/j.biosystemseng.2008.02.001.
    Ponce, V.M., Hawkins, R.H., 1996. Runoff curve number: Has it reached maturity? Journal of Hydrologic Engineering 1(1), 11–19. http://dx.doi.org/10.1061/(ASCE)1084-0699(1996)1:1(11).
    Reyes, M.R., Green, C.H., Arnold, J.G., 2007. The Soil and Water Assessment Tool: Historical Development, Applications, and Future Research Directions. Iowa State University, Iowa.
    Shi, Z.H., Chen, L.D., Fang, N.F., Qin, D.F., Cai, C.F., 2009. Research on the SCS-CN initial abstraction ratio using rainfall-runoff event analysis in the Three Gorges Area, China. Catena 77(1), 1–7. http://dx.doi.org/10.1016/j.catena.2008.11.006.
    Soil Conservation Service, U.S. Department of Agriculture (USDA-SCS), 1964. National Engineering Handbook, Section 4: Hydrology. Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
    Soil Conservation Service, U.S. Department of Agriculture (USDA-SCS), 1971. National Engineering Handbook, Section 4: Hydrology. Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
    Soil Conservation Service, U.S. Department of Agriculture (USDA-SCS), 1985. National Engineering Handbook, Section 4: Hydrology. Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
    Soil Conservation Service, U.S. Department of Agriculture (USDA-SCS), 1993. National Engineering Handbook, Section 4: Hydrology. Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
    Soil Conservation Service, U.S. Department of Agriculture (USDA-SCS), 2004. National Engineering Handbook, Section 4: Hydrology. Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
    Wang, Y., Huang, M.B., 2008. Optimizing parameters of SCS-CN method for application on the Loess Plateau. Bulletin of Soil and Water Conservation 28(1), 54–58 (in Chinese).
    Wang, Z.G., Zheng, H.X., Liu, C.M., Wu, X.F, Zhao, W.M., 2004. Application study of the distributed hydrological model in the Yellow River typical watershed. Science in China Series E: Science and Technology 34(s1), 49–59 (in Chinese).
    Wang, Z.G., Zheng, H.X., Liu, C.M., 2005. A modular framework of distributed hydrological modeling system: Hydroinformatic modeling system, HIMS. Progress in Geography 24(6), 109–115, http:// dx.doi.org/10.11820/dlkxjz.2005.06.013 (in Chinese).
    Zhou, S.M., Lei, T.W., 2011. Calibration of SCS-CN initial abstraction ratio of a typical small watershed in the loess hilly-gully region. Scientia Agricultura Sinica 44(20), 4240–4247 (in Chinese).
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