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Modelling of the rain–flow by hydrological modelling software system HEC-HMS – watershed’s case of wadi Cheliff-Ghrib, Algeria

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Warianty tytułu
PL
Modelowanie relacji opad–przepływ przy użyciu systemu modelowania hydrologicznego HEC-HMS na przykładzie rzeki Cheliff-Ghrib w Algerii
Języki publikacji
EN
Abstrakty
EN
The purpose of this study is to make a hydrologic modelling type of rain–flow on watershed of wadi Cheliff- Ghrib, by means of HEC-HMS model. Afterwards, this model is used to predict hydrologic response of the basin to the climate changes scenarios and land use. The model calibration was made in two phases; the first one is to select events, formalism of transfer function and appropriate NRCS downpour. The second is to deduce optimised parameters set which is used in validation. By using optimised parameters set, we were able to predict impact of quantiles downpours, changes in land use due to urbanisation, deforestation and reforestation on the peak flow and on runoff volume. Towards the end, we reconfirmed that influence of land use decreases for extreme storms.
PL
Celem przedstawionych badań było utworzenie hydrologicznego modelu typu opad-przepływ w zlewni rzeki Cheliff-Ghrib za pomocą systemu HEC-HMS. Następnie model ten użyto do przewidywania reakcji hydrologicznej zlewni na różne scenariusze zmian klimatycznych i zmian użytkowania ziemi. Model kalibrowano w dwóch etapach. Pierwszy polegał na doborze zdarzeń, sformalizowaniu funkcji przejścia i doborze odpowiedniego opadu. Drugim etapem było określenie optymalnego zestawu parametrów użytych do walidacji modelu. Stosując zoptymalizowany zestaw parametrów, można było przewidzieć wpływ opadu i zmian użytkowania ziemi w związku z urbanizacją, wylesianiem i powtórnym zalesianiem na maksymalny przepływ oraz odpływ wody. Potwierdzono, że wpływ użytkowania ziemi maleje w sytuacji ekstremalnych opadów burzowych.
Wydawca
Rocznik
Tom
Strony
87--100
Opis fizyczny
Bibliogr. 27 poz., rys., tab.
Twórcy
  • University of Hassiba Ben Bouali, Faculty of Architecture and Civil Engineering, Department of Hydraulic, University Pôle Ouled Fares, N19, Chlef, Algeria
autor
  • University of Saad Dahlab, Department of Water Sciences and Environment, Blida, Algeria
  • University of Hassiba Ben Bouali, Faculty of Architecture and Civil Engineering, Department of Hydraulic, University Pôle Ouled Fares, N19, Chlef, Algeria
Bibliografia
  • ALI M., KHAN S.J., ASLAM I., KHAN Z. 2011. Simulation of the impacts of landuse change on surface runoff of Lai Nullah Basin in Islamabad, Pakistan. Landscape and Urban Planning. Vol. 102 p. 271–279.
  • AMBROISE B. 1998. The dynamics of the water cycle in a process watershed factors model. Bucarest. HGA pp. 200.
  • AREKHI S. 2012. Runoff modeling by HEC-HMS model (Case study: Kan watershed, Iran). International Journal of Agriculture and Crop Sciences. Vol. 4. Iss. 23 p. 1807–1811.
  • AREKHI S., ROSTAMIZAD G., ROSTAMI N. 2011. Evaluation of HEC-HMS methods I in surface runoff simulation (Case study: Kan Watershed, Iran). Advances in Environmental Biology. Vol. 5. Iss. 6 p. 1316–1321.
  • AL-AHMADI F.S. 2005. Rainfall-runoff modelling in arid regions using geographic information systems and remote sensing (Case study: Western region of Saudi Arabia). Jeddah. King Ab-dulaziz University. Department of Hydrology and Water Resources Management pp. 441.
  • BHATT A., YADAV H.L., KUMAR D. 2012. Estimation of infiltration parameter for Tehri Garhwal Catchment. International Journal of Engineering Research and Technology. Vol. 1. Iss. 7 p. 1–6.
  • CHOUDHARI K., PANIRAGHI B., PAUL J.CH. 2014. Simulation of rainfall-runoff process using HEC-HMS model for Balijore Nala watershed, Odisha, India. International Journal of Geomatics and Geosciences.Vol. 5. No. 2 p. 253–265.
  • CHU X., STEINMAN A. 2009. Event and continuous hydrologic modeling with HEC-HMS. Journal of Irrigation and Drainage Engineering. Vol. 135. Iss. 1 p. 119–124.
  • CLARKE R.T. 1973. A review of some mathematical models used in hydrology, with observations on their calibration and use. Journal of Hydrology. Vol. 19 p. 1–20.
  • DZUBAKOVA K. 2010. Rainfall-runoff modeling: Its development, classification and possible applications. ACTA Geographical Univerciti Comenianae. Vol. 54. No. 2 p. 173–181.
  • FELDMAN A.D. (ed.) 2000. Hydrologic Modeling System HEC-HMS: Technical Reference Manual March 2000. Davies, CA. U.S. Army Corps of Engineers, Hydrologic Engineering Center pp. 149.
  • HALWATURA D., NAJJIM M.M.M. 2013. Application of the HEC-HMS model for runoff simulation in a tropical catchment. Environmental Modeling and Software. Vol. 46 p. 155–162.
  • HU H.H., KREYMBORG L.R., DOEING B.J., BARON K.S., JUTILA S.A. 2006. Gridded snowmelt and rainfall-runoff CWMS hydrologic modeling of the Red River of the North Basin. Journal of Hydrologic Engineering. Vol. 1 p. 91–100.
  • JENÍČEK M. 2007. Rainfall-runoff modelling in small and middle-large catchments – an overview. Geografie – Sborník Č GS. Vol. 111. No 3 p. 305–313.
  • KADAM A.S. 2011. Event based rainfall-runoff simulation using HEC-HMS model. Unpublished P.G. thesis submitted to Dept. of Soil and Water Conservation Eng. CAET, Dr. PDKV, Akola.
  • KNEBL M.R., YANG Z.L., HUTCHISON K., MAIDMENT D. R. 2005. Regional scale flood modeling using NEXRAD rainfall, GIS, and HEC-HMS/RAS: a case study for the San Antonio River Basin Summer 2002 storm event. Journal of Environmental Management. Vol. 75. Iss. 4 p. 325–336.
  • KUMAR D., BHATTACHARYA R. 2011. Distributed rainfall runoff modeling. International Journal of Earth Sciences and Engineering. Vol. 4. Iss. 6 SPL p. 270–275.
  • MAJIDI A., SHAHEDI K. 2012. Simulation of rainfall-runoff process using Green-Ampt method and HEC-HMS model (Case study: Abnama Watershed, Iran). International Journal of Hydraulic Engineering. Vol. 1. Iss. 1 p. 5–9.
  • MAJIDI A., VAGHARFARD H. 2013. Surface run-off simulation with two methods using HEC-HMS model (Case study: Abnama Watershed, Iran). Current Advances in Environmental Science. Vol. 1. Iss. 1 p. 7–11.
  • MCCOLL C., AGGETT G. 2006. Land use forecasting and hydrologic model integration for improved land use decision support. Journal of Environmental Management. Vol. 84. Iss. 4 p. 494–512.
  • MOUELHI S. 2003. Vers une chaîne cohérente de modèles pluie-débit conceptuels globaux aux pas de temps pluriannuel, annuel, mensuel et journalier [Towards a coherent chain of lumped conceptual rainfall-runoff models with no multi-year time annual, monthly and daily]. PhD thesis. Paris. ENGREF pp. 323.
  • NASH J.E., SUTCLIFE J.V. 1970. River flow forecasting through conceptual models. Part 1. A discussion of principles. Journal of Hydrology. Vol. 10 p. 282–290.
  • NRCS 1997. National Engineering Handbook. Part 630. Hydrology. Washington, DC. USDA pp. 762.
  • PANIGRAHI B. 2013. A handbook on irrigation and drainage. New Delhi. New Indian Publishing Agency. ISBN 9789351305637 pp. 600.
  • SHAGHAEGHI FALLAH R. 2001. Simulation of maximum peak discharge in river tributaries using HEC-HMS model (Case study: Mohammadabad watershed, Golestan province). Thesis of M.Sc. Natural Resources Faculty, University of Gorgan pp. 155.
  • YENER M.K., SORMAN A.U., SORMAN A.A., SENSOY A., GEZGIN T. 2012. Modeling studies with HEC-HMS and runoff scenarios in Yuvacik Basin, Turkiye. International Congress on River Basin Management p. 621–634.
  • YUSOP Z., CHAN C.H., KATIMON A. 2007. Runoff characteristics and application of HEC-HMS for modelling stormflow hydrograph in an oil palm catchment. Water Science and Technology. Vol. 56. Iss. 8 p. 41–48.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-706537cc-7749-4db5-852b-a32eae356ee3
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