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Original Articles

Relating hydrograph components to rainfall and streamflow: a case study from northern Taiwan

Associer les composantes d'un hydrogramme à la pluviométrie et aux débits : une étude de cas au nord de Taïwan

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Pages 861-877 | Received 16 Nov 2010, Accepted 22 Sep 2011, Published online: 10 May 2012

REFERENCES

  • Agirre , U. 2005 . Application of a unit hydrograph based on subwatershed division and comparison with Nash's instantaneous unit hydrograph . Catena , 64 : 321 – 332 .
  • Ahmad , M.M. , Ghumman , A.R. and Ahmad , S. 2009 . Estimation of Clark's instantaneous unit hydrograph parameters and development of direct surface runoff hydrograph . Water Resources Management , 23 : 2417 – 2435 .
  • Andréassian , V. 2001 . Impact of imperfect rainfall knowledge on the efficiency and the parameters of watershed models . Journal of Hydrology , 125 : 206 – 223 .
  • Bastin , G. 1984 . Optimal estimation of the average rainfall and optimal selection of raingauge locations . Water Resources Research , 20 : 463 – 470 .
  • Bhadra , A. 2010 . rainfall–runoff modeling: comparison of two approaches with different data requirements . Water Resources Management , 24 : 37 – 62 .
  • Carcano , E.C. 2008 . Jordan recurrent neural network versus IHACRES in modelling daily streamflows . Journal of Hydrology , 362 : 291 – 307 .
  • Chen , R.S. , Pi , L.C. and Huang , Y.H. 2003 . Analysis of rainfall–runoff relation in paddy fields by diffusive tank model . Hydrological Processes , 17 : 2541 – 2553 .
  • Cheng , K.S. , Lin , Y.C. and Liou , J.J. 2008a . Rain-gauge network evaluation and augmentation using geostatistics . Hydrological Processes , 22 : 2554 – 2564 .
  • Cheng , S.J. 2011 . Raingauge significance evaluation based on mean hyetographs . Natural Hazards , 56 : 767 – 784 .
  • Cheng , S.J. , Hsieh , H.H. and Wang , Y.M. 2007 . Geostatistical interpolation of space–time rainfall on Tamshui River Basin, Taiwan . Hydrological Processes , 21 : 3136 – 3145 .
  • Cheng , S.J. 2008b . The storage potential of different surface coverings for various scale storms on Wu-Tu watershed, Taiwan . Natural Hazards , 44 : 129 – 146 .
  • Cheng , S.J. , Lee , C.F. and Lee , J.H. 2010 . Effects of Urbanization Factors on Model Parameters . Water Resources Management , 24 : 775 – 794 .
  • Cheng , S.J. and Wang , R.Y. 2002 . An approach for evaluating the hydrological effects of urbanization and its application . Hydrological Processes , 16 : 1403 – 1418 .
  • Clarke , R.T. 1973 . A review of some mathematical models used in hydrology, with observations on their calibration and use . Journal of Hydrology , 19 : 1 – 20 .
  • Croke , B.F.W. , Letcher , R.A. and Jakeman , A.J. 2006 . Development of a distributed flow model for underpinning assessment of water allocation options in the Namoi River Basin, Australia . Journal of Hydrology , 319 : 51 – 71 .
  • Duan , Q. , Gupta , V.K. and Sorooshian , S. 1993 . Shuffled complex evolution approach for effective and efficient global minimization . Journal of Optimization Theory Application , 76 : 501 – 521 .
  • Evans , J.P. 2003 . Improving the characteristics of streamflow modeled by regional climate models . Journal of Hydrology , 284 : 211 – 227 .
  • Franchini , M. and O'Connell , P.E. 1996 . An analysis of the dynamic component of the geomorphologic instantaneous unit hydrograph . Journal of Hydrology , 175 : 407 – 428 .
  • Goovaerts , P. 2000 . Geostatistical approaches for incorporating elevation into the spatial interpolation of rainfall . Journal of Hydrology , 228 : 113 – 129 .
  • Hashino , M. , Yao , H. and Yoshida , H. 2002 . Studies and evaluations on interception processes during rainfall based on a tank model . Journal of Hydrology , 255 : 1 – 11 .
  • Hsieh , L.S. and Wang , R.Y. 1999 . A semi-distributed parallel-type linear reservoir rainfall–runoff model and its application in Taiwan . Hydrological Processes , 13 : 1247 – 1268 .
  • Huang , H.J. 2008a . Effect of growing watershed imperviousness on hydrograph parameters and peak discharge . Hydrological Processes , 22 : 2075 – 2085 .
  • Huang , S.Y. 2008b . Identifying peak-imperviousness–recurrence relationships on a growing-impervious watershed, Taiwan . Journal of Hydrology , 362 : 320 – 336 .
  • Jakeman , A.J. and Hornberger , G.M. 1993 . How much complexity is warranted in a rainfall–runoff model? . Water Resources Research , 29 : 2637 – 2649 .
  • Jakeman , A.J. , Littlewood , I.G. and Whitehead , P.G. 1990 . Computation of the instantaneous unit hydrograph and identifiable component flows with application to two upland catchments . Journal of Hydrology , 117 : 275 – 300 .
  • Jin , C.X. 1992 . A deterministic gamma-type geomorphologic instantaneous unit hydrograph based on path types . Water Resources Research , 28 : 479 – 486 .
  • Kliment , Z. and Matoušková , M. 2009 . Runoff changes in the Šumava Mountains (Black Forest) and the foothill regions: extent of influence by human impact and climate change . Water Resources Management , 23 : 1813 – 1834 .
  • Lebel , T. and Bastin , G. 1985 . Variogram identification by the mean squared interpolation error method with application to hydrologic field . Journal of Hydrology , 77 : 31 – 56 .
  • Lee , Y.H. and Singh , V.P. 2005 . Tank model for sediment yield . Water Resources Management , 19 : 349 – 362 .
  • Madsen , H. 2000 . Automatic calibration of a conceptual rainfall–runoff model using multiple objectives . Journal of Hydrology , 235 : 276 – 288 .
  • Mays , L.W. and Taur , C.K. 1982 . Unit hydrographs via nonlinear programming . Water Resources Research , 18 : 744 – 752 .
  • Melone , F. , Corradini , C. and Singh , V.P. 1998 . Simulation of the direct runoff hydrograph at basin outlet . Hydrological Processes , 12 : 769 – 779 .
  • Moramarco , T. , Melone , F. and Singh , V.P. 2005 . Assessment of flooding in urbanized ungauged basins: a case study in the upper Tiber area, Italy . Hydrological Processes , 19 : 1909 – 1924 .
  • Nash, J.E., 1957. The form of the instantaneous unit hydrograph. In: Surface water, prevision, evaporation (General Assembly of Toronto 3–14 September 1957). Wallingford, UK: IAHS Press, IAHS Publ. 45, 112–121. http://iahs.info/redbooks/a045/045011.pdf (http://iahs.info/redbooks/a045/045011.pdf)
  • Nash , J.E. and Sutcliffe , J.V. 1970 . River flow forecasting through conceptual models: 1. a discussion of principles . Journal of Hydrology , 10 : 282 – 290 .
  • Nayak , P.C. , Sudheer , K.P. and Ramasastri , K.S. 2005 . Fuzzy computing based rainfall–runoff model for real time flood forecasting . Hydrological Processes , 19 : 955 – 968 .
  • Nourani , V. , Singh , V.P. and Delafrouz , H. 2009 . Three geomorphological rainfall–runoff models based on the linear reservoir concept . Catena , 76 : 206 – 214 .
  • O'Connell , P.E. and Todini , E. 1996 . Modelling of rainfall, flow and mass transport in hydrological systems: an overview . Journal of Hydrology , 175 : 3 – 16 .
  • Schreider , S. 2002 . Detecting changes in streamflow response to changes in non-climatic catchment conditions: farm dam development in the Murray-Darling basin, Australia . Journal of Hydrology , 262 : 84 – 98 .
  • Sugawara , M . 1979 . Automatic calibration of the tank model . Hydrological Sciences Bulletin , 24 : 375 – 388 .
  • Sugawara , M. 1995 . “ Tank model ” . In Computer models of watershed hydrology , Edited by: Singh , V.P. Littleton , CO : Water Resources Publications .
  • Syed , K.H. 2003 . Spatial characteristics of thunderstorm rainfall fields and their relation to runoff . Journal of Hydrology , 271 : 1 – 21 .
  • Yue , S. and Hashino , M. 2000 . Unit hydrographs to model quick and slow runoff components of streamflow . Journal of Hydrology , 227 : 195 – 206 .

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