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Curve Flow-duration-Frequency. The flood modelling regime of the Wadi Mazafran catchment in the north of Algeria

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Synthetic modelling of the flood regime is based on the overall knowledge of the hydrological regime in a catchment. The Flow-duration-Frequency (QdF) modelling is used to combine three parameters characterising flood with its mean or exceeded flow, its characteristic duration, and occurrence frequency. Which of these can be established locally at the extreme mean volume flow rates of a catchment reference hydrometric station? The determination of the reference QdF model in mean (volume) and exceeded flows requires two characteristics reflecting the flood regime in a catchment. The first is the characteristic flood duration and the second is the 10-year quantile of the annual maximum instantaneous flow. The comparison of the local situation to the reference QdF models enables to develop the final QdF model of the catchment and therefore the baseline QdF for exceeded and synthetic mono-frequency hydrographs. These are essential components in the study of flood risk mapping and the estimation of the instantaneous peak distribution from mean daily streamflow series.
Wydawca
Rocznik
Tom
Strony
121--130
Opis fizyczny
Bibliogr. 22 poz., rys., tab., wykr.
Twórcy
  • National Higher School of Hydraulic, Blida, Algeria
  • National Higher School of Hydraulic, Blida, Algeria
  • University of Bouira, Institute of Technology, Rue Drissi Yahia, Bouira 10000, Algeria
Bibliografia
  • CTGREF, SRAE, DIAME, SH 1980. Synthèse nationale sur les crues des petits bassins versant. Fascicule 2: la méthode SOCOSE [National summary on floods of small catchment basins. Fascicule 2: the SOCOSE method]. Information technique n° 38-2 (juin 1980). Agriculture Ministry, Water Management of Regionals Service pp. 39.
  • CTGREF, SRAE, DIAME, SH 1982. Synthèse nationale sur les crues des petits bassins versant. Fascicule 3: la méthode CRUPEDIX [National summary on floods of small catchment basins. Fascicle 3: the CRUPEDIX method]. Agriculture Ministry, Water Management of Regionals Service pp. 36.
  • GALÉA G., PRUDHOMME C. 1993. Characterization of large-scale variations in river flow behaviour with reference to hydrological macro-regionalization. International flow regimes from international experimental and network data. In: Proceedings of an international FRIEND conference. Eds. P. Seuna, A. Gustard, N. W. Arnell, G.A. Cole. IAHS Publication. No. 221 p. 229–240.
  • GALÉA G., PRUDHOMME C. 1994. Modèles débit-durée-fréquence et conceptualisation d’un hydrogramme de crue synthétique : validation sur le EVRE de Draix [Flow-duration-Frequency models and conceptualization of a synthetic flood hydrograph: Validation on the Draix EVRE] [online]. Hydrologie Continentale. Vol. 9. No. 2 p. 139–151. [Access 10.07.2019]. Available at: https://horizon.documentation.ird.fr/exl-doc/pleins_textes/plein-s_textes_4/hydrologie_cont/010005856.pdf
  • GENDREAU N., GILARD O. 1997. Structural and non-structural measures implementation: choice’s arguments provided by inondabilité method. In: International RIBAMOD Concerted Action. Proceedings of the first workshop. European Commission. EUR 18019 EN p. 241–250.
  • GILARD O. 1998. Les bases techniques de la méthode inondabilité [The technical bases of the inondabilité method]. Antony. Cemagref pp. 207.
  • GILARD O., OBERLIN G., CHASTAN B., GIVONE P. 1993. Inondabilité : une méthode pour gérer rationnellement l’occupation des sols en lit majeur [Inondabilité: A method for rationally managing land use in a major bed]. Paris, France. Réunion de la Ve Section du CGGREF. 17.11.1993.
  • GRISSOLET H., GUILMET B., ARLERY R. 1962. Climatologie : méthodes et pratiques [Climatology: Methods and practices]. Paris. Gauthier-Villars pp. 401.
  • GUILLOT P., DUBAND D. 1968. La méthode du GRADEX pour le calcul de la probabilité des crues à partir des pluies [The GRADEX method for calculating the probability of floods from rainfall] [online]. Journées de l'hydraulique. Question 1. Rapport 7. [Access 10.07.2019]. Available at: https://www.persee.fr/doc/jhydr_0000-0001_1969_act_10_1_3763
  • HYNDMAN R.J., KOEHLER A.-B. 2006. Another look at measures of forecast accuracy. International Journal of Forecasting. Vol. 22(4) p. 679–688. DOI 10.1016/j.ijforecast.2006.03.001.
  • JIN L., GALÉA G. 1990. Modèles descriptifs synthétiques des connaissances régionales en crues, représentativité spatiale et domaine de validité [Synthetic descriptive models of regional flood knowledge, spatial representativeness and domain of validity]. Strasbourg–Lyon. DEA ULPS/ENITRTS, CEMAGREF Div. Hydrologie-Hydraulique pp. 250.
  • MARGOUM M. 1992. Estimation des crues rares et extrêmes, le modèle AGREGEE. Conception et première validation [Estimation of rare and extreme floods, the AGREGEE model. Design and first validation]. PhD Thesis. École des Mines de Paris, Cemagref Lyon, GIS Hydrologie FRIEND-AMHY pp. 252.
  • MICHEL C. 1982. Extrapolation par la méthode de GRADEX. Note interne n° KG 03.05.82 [Extrapolation by the GRADEX method. Internal note no. KG 03.05.82]. Antony. CEMAGREF. Division hydrologie pp. 3.
  • MOLIN VALDES H. 1994. The international decade for natural dis aster reduction and the link with Agenda 21. Ecodecision, avril 1994. p. 42–45.
  • NASH J.E., SUTCLIFFE J.V. 1970. River flow forecasting through conceptual models. Part I. A discussion of principles. Journal of Hydrology. Vol. 10 p. 282–290. DOI 10.1016/0022-1694(70)90255-6.
  • PRUDHOMME C. 1995. Modèles synthétiques des connaissances en hydrologie : application à la régionalisation des crues en Europe alpine et méditerranéenne [Synthetic models of knowledge in hydrology: Application to the regionalization of floods in Alpine and Mediterranean Europe]. PhD Thesis. Université de Montpellier II, Cemagref-Lyon pp. 397.
  • SHUITEMAN N.J., GALÉA G., MARION M. 1989. Aménagement hydraulique rationnel. Courbes Débits-durées-Fréquences. Validation d’une formulation sur la région Bourgogne et extrapolation. Rapport d’étude [Rational hydraulic development. Curves Flows-durations-Frequencies. Validation of a formulation on Burgundy region and extrapolation. Study reports]. Lyon. CEMAGREF pp. 126.
  • SOURISSEAU J., GALÉA G. 1996. Représentativité des modèles QdF : Application à la régionalisation des régimes de crue du bassin versant de la Loire [Representativeness of QdF models: Application to the regionalization of flood regimes in the Loire watershed]. Lyon. Cemagref pp. 53.
  • YAHIAOUI A. 1997. Contribution a une étude comparative des méthodes d’estimation des crues. Cas du bassin versant de l’Oued Mina, W. Relizane. MSc Thesis. Blida, Algeria. École Nationale Supérieure de l’Hydraulique pp. 120.
  • YAHIAOUI A. 2012. Inondations torrentielles cartographie des zones vulnérables en Algérie du Nord (Cas de l’Oued Mekerra, Wilaya de Sidi Bel Abbès) [Torrential floods mapping of vulnerable areas in northern Algeria (Case of Oued Mekerra, Wilaya of Sidi Bel Abbès)]. PhD Thesis. Algiers. National Polytechnic School pp. 186.
  • YAHIAOUI A., TOUAIBIA B., BOUVIER C., DECHEMI N. 2011. Modélisation du régime de crue en Débit – durée – Fréquence du bassin de l’Oued Mekerra dans l’Ouest Algérien [Watershed flood regime modelling with the Flow-duration-Frequency approach as applied to the oued Mekerra catchment in western Algeria]. Revue des Sciences de l’Eau. Vol. 24(2) p. 103–115. DOI 10.7202/1006105ar.
  • YAHIAOUI A., TOUAIBIA B., FERRARI E. 2014. A methodology for evaluation and mapping of flood risk. A case study of Oued Mekerra in the West of Algeria. Second International Conference on Vulnerability and Risk Analysis and Management (ICVRAM) and the Sixth International Symposium on Uncertainty, Modeling, and Analysis (ISUMA). 13–16.07.2014 Liverpool, UK. DOI 10.1061/9780784413609.138.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b859be8a-381a-48b4-8dc7-475bf11f8436
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