APPROPRIATE FORMULA FOR ESTIMATING RAINFALL INTENSITY OF SELECTED DURATION AND FREQUENCY: A CASE STUDY
Abstract
The study is devoted to the citation of some common IDF models from the bibliography, in particular the model adopted by the National Hydraulic Resources Agency (NHRA), which is tested in a comparative view. Twelve other models of, two, three, four and five parameters, are then willfully applied and tested. The choice of the best model was based on current quality criteria. The ultimate model is the result of all the attempts applied to the most complete data concerning the Pluviographic station of Batna in the « Hauts plateaux Constantinois ». A relationship of practical use is finally available to researchers and designers.
Keywords
Full Text:
PDF (Français)References
AKAIKE, H. (1974). A new look at the statistical model identification, IEEE Trans. Automat. Control, 19: pp.716-723.
ANRH (1993). Etude des pluies de courtes durées- Elaboration de programmes relatifs à l’étude Intensité - Durée – Fréquence, Rapport n°1, Département: Hydrologie. Service: Climatologie. Algérie.
BODY K. (1981). Analyse fréquentielle des pluies de l’Algérie – Synthèse régionale: Détermination des paramètres principaux par station et leur répartition spatiale, INRH Constantine. Algérie.
CHOW V.T., Maidment D.R., Mays L.W. (1988). Applied Hydrology. Mc Graw-Hill International Editions. Civil Engineering Series.
KASMI M. (2012). Contribution méthodologique à la modélisation de l’intensité de pluie de courte durée. Mémoire de Magister, Université Abderrahmane Mira-Bejaia, Algérie.
LABORDE J.P., MOUHOUS N. (1998). Hydrolab 98.2. Notice d’utilisation du logiciel Hydrolab. 43 p. Université de Nice-Sophia Antipolis. France.
LABORDE J.P. (2000). Eléments d’hydrologie de surface. Université de Nice - Sophia Antipolis. France (204p).
McCUEN R. (1998). Hydrologic analysis and design. Englewood Cliffs, NJ: Prentice-Hall.
MOHYMONT B., DEMAREE G.R. (2006). Courbes Intensité - Durée - Fréquence des précipitations à Yangambi, Congo, au moyen de différents modèles de type Montana. Hydrological Sciences, Journal des Sciences Hydrologiques, 51(2).
ONIBON H., OUARDA T.B.M.J., BARBET M., St-HILAIRE A., BOBEE B., BRUNEAU P. (2004). Analyse fréquentielle régionale des précipitations journalières maximales annuelles au Québec, Canada. Hydrological Sciences, Journal des Sciences Hydrologiques, 49(4).
PRODANOVIC P., SIMONOVIC S.P. (2007). Development of rainfall intensity duration frequency curves for the City of London under the changing climate, London: Water Resour Res Report.
RAIFORD J. P., AZIZ N.M., KHAN A.A., POWELL D.N. (2007). Rainfall Depth-Duration- Frequency Relationships for South Carolina, North Carolina, and Georgia, American Journal of Environmental Sciences 3 (2), pp. 78-84.
RAO A.R., HAMED K.H. (2001). Flood Frequency analysis. CRC Press, New York, United States, pp. 350.
SCHWARZ G. (1978). Estimating the dimension of a mode. Ann. Stat. (6), pp. 461-464.
SORO G.E., GOULA Bi T.A., KOUASSI F.W., SROHOUROU B. (2010). Update of Intensity- Duration- Frequency Curves for Precipitation of Short Durations in Tropical Area of West Africa (Cote d’Ivoire), Journal of Applied Sciences, 10(9), pp.704-715.
Refbacks
- There are currently no refbacks.
This work is licensed under a Creative Commons Attribution 3.0 License.