Volume 2 Issue 4
Dec.  2009
Turn off MathJax
Article Contents
Yi-qi YAN, Xin TAO, Bing-quan LI, Cinzia MAZZETTI. 2009: Application of hydrometeorological coupled European flood forecasting operational real time system in Yellow River Basin. Water Science and Engineering, 2(4): 28-39. doi: 10.3882/j.issn.1674-2370.2009.04.003
Citation: Yi-qi YAN, Xin TAO, Bing-quan LI, Cinzia MAZZETTI. 2009: Application of hydrometeorological coupled European flood forecasting operational real time system in Yellow River Basin. Water Science and Engineering, 2(4): 28-39. doi: 10.3882/j.issn.1674-2370.2009.04.003

Application of hydrometeorological coupled European flood forecasting operational real time system in Yellow River Basin

doi: 10.3882/j.issn.1674-2370.2009.04.003
Funds:  the ADB Loan for Flood Management Project in the Yellow River Basin
More Information
  • Corresponding author: Yi-qi YAN
  • Received Date: 2010-01-12
  • Rev Recd Date: 2010-01-12
  • This study evaluated the application of the European flood forecasting operational real time system (EFFORTS) to the Yellow River. An automatic data pre-processing program was developed to provide real-time hydrometeorological data. Various GIS layers were collected and developed to meet the demands of the distributed hydrological model in the EFFORTS. The model parameters were calibrated and validated based on more than ten years of historical hydrometeorological data from the study area. The San-Hua Basin (from the Sanmenxia Reservoir to the Huayuankou Hydrological Station), the most geographically important area of the Yellow River, was chosen as the study area. The analysis indicates that the EFFORTS enhances the work efficiency, extends the flood forecasting lead time, and attains an acceptable level of forecasting accuracy in the San-Hua Basin, with a mean deterministic coefficient at Huayuankou Station, the basin outlet, of 0.90 in calibration and 0.96 in validation. The analysis also shows that the simulation accuracy is better for the southern part than for the northern part of the San-Hua Basin. This implies that, along with the characteristics of the basin and the mechanisms of runoff generation of the hydrological model, the hydrometeorological data play an important role in simulation of hydrological behavior.

     

  • loading
  • Abbott, M. B., Bathurst, J. C., Cunge, J. A., O’Connell, P. E., and Rasmussen, J. 1986. An introduction to the European Hydrological System—Systeme Hydrologique Europeen, “SHE”, 1: History and philosophy of a physically-based, distributed modelling system. Journal of Hydrology, 87(1-2), 45-59. [doi:10.1016/ 0022-1694(86)90114-9] 
    Band, L. E. 1986. Topographic partition of watersheds with digital elevation models. Water Resources Research, 22(1), 15-24. [doi: 10.1029/WR022i001p00015]
    Bathurst, J. C. 1986. Physically-based distributed modelling of an upland catchment using the Systeme   Hydrologique Europeen. Journal of Hydrology, 87(1-2), 79-102. [doi: 10.1016/0022-1694(86)90116-2]    
    Beven, K. J., and Kirkby, M. J. 1979. A physically based variable contributing area model of basin hydrology. Hydrological Science Bulletin, 24(1), 43-69.
    Doorenbos, J, Pruitt, W. O., Aboukhaled, A., and Damagnez, J. 1977. Guidelines for Predicting Crop Water Requirements. Rome: Food and Agriculture Organization.
    Ciarapica, L., and Todini, E. 2002. TOPKAPI: A model for the representation of the rainfall-runoff process at different scales. Hydrological Processes, 16(2), 207-229.[doi: 10.1002/hyp.342] 
    Garrote, L., and Bras, R. L. 1995. A distributed model for real-time flood forecasting using digital elevation models. Journal of Hydrology, 167(1-4), 279-306. [doi: 10.1016/0022-1694(94)02592-Y]    
    Gorenburg, I. P., McLaughlin, D., and Entekhabi, D. 2001. Scale-recursive assimilation of precipitation data. Advances in Water Resources, 24(9-10), 941-953. [doi: 10.1016/S0309-1708(01)00033-1]    
    Hu, Z. Q. 2001. Application of self-adaptive Kalman filtering wave technique in river peak discharge forecasting. Journal of Heilongjiang Hydraulic Engineering College, 28(1): 11-13. (in Chinese)
    Liu, Z. 2002. Toward a Comprehensive Distributed/Lumped Rainfall-Runoff Model: Analysis of Available Physically-Based Models and Proposal of a New TOPKAPI Model. Ph. D. Dissertation. Bologna: University of Bologna.
    Liu, Z., and Todini, E. 2002. Towards a comprehensive physically-based rainfall-runoff model. Hydrology and Earth System Sciences, 6(5), 859-881.
    Liu, Z. Y., and Xie, Z. H. 2003. Further development of the TOPKAPI model and its application to the Huaihe River Basin for flood simulation. Hydrology, 23(6), 1-7. (in Chinese)
    Pani, G., and Mazzetti, C. 2008. Efforts User’s Manual. Bologna: Progea Srl.
    Sugawara, M., Watanabe, I., Ozaki, E., and, Katsuyama, Y. 1986. Tank Model Programs for Personal Computer and the Way to Use. Tsukuba: National Research Center for Disaster Prevention.
    Sun, S. F., and Deng, H. P. 2004. A study of rainfall-runoff response in a catchment using TOPMODEL. Advances in Atmospheric Sciences, 21(1), 87-95.[doi: 10.1007/BF02915682]
    Todini, E. 1978. Mutually interactive state parameter (MISP) estimation in hydrological applications, modeling, identification and control in environmental systems. Vansteenkiste, G. C., ed., Modellingand Simulation of Water ResourcesSystems. Amsterdam: IFIP North-Holland Publishing Company.
    Todini, E., and Bossi, A. 1986. PAB (Parabolic and Backwater) an unconditionally stable flood routing scheme particularly suited for real time forecasting and control. Journal of Hydraulic Research, 24(5), 405-424.
    Todini, E. 1995. New trends in modelling soil processes from hillslope to GCM scales. Oliver, H. R. and Oliver, S. A., eds., The Role of Water and the Hydrological Cycle in Global ChangeNato ASI Series. Berlin: Springer Verlag.
    Todini, E., and Ciarapica, L. 2001. The TOPKAPI model. Singh, V. P., and Frevert, D. K., eds., Mathematical Models of Large Watershed Hydrology. Littleton: Water Resources Publications, LLC.
    Todini, E., and Mazzetti, C. 2008. TOPKAPI User’s Manual and References. Bologna:Progea Srl.
    Wigmosta, M. S., Vail, L. W., and Lettenmaier, D. P. 1994. A distributed hydrology-vegetation model for complex terrain. Water Resources Research, 30(6), 1665-1679.
    Zhao, R. J. 1984. Hydrologlcal Simulation of Watershed: Xin’anjiang Model and Shanbei Model. Beijing: Water Conservancy and Electric Power Press. (in Chinese)
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (2515) PDF downloads(3458) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return