13.07.2015 Views

Assistance au calage de modèles numériques en hydraulique ... - TEL

Assistance au calage de modèles numériques en hydraulique ... - TEL

Assistance au calage de modèles numériques en hydraulique ... - TEL

SHOW MORE
SHOW LESS
  • No tags were found...

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

BIBLIOGRAPHIEKLEMEš, V. (1997), Guest editorial: Of carts and horses in hydrologic mo<strong>de</strong>ling. Journal ofHydrologic Engineering, vol. 2, n o 2, p. 43–49. 22KLEMEš, V. (2000a), Of carts and horses in hydrological mo<strong>de</strong>lling. Dans : Common s<strong>en</strong>se andOther Heresies – – Selected Papers on Hydrology and Water Resources Engineering (C. D. Sellars,éd.), chap. 2.1, p. 53–68, Canadian Water Resources Association, Cambridge, Ontario. 22KLEMEš, V. (2000b), Operational testing of hydrological simulation mo<strong>de</strong>ls. Dans : CommonS<strong>en</strong>se and Other Heresies – Selected Papers on Hydrology and Water Resources Engineering (C. D.Sellars, éd.), chap. 2.4, p. 111–121, Canadian Water Resources Association, Cambridge,Ontario. 12KNEPELL, P. L. et ARANGNO, D. C. (1993), Simulation Validation: a Confi<strong>de</strong>nce Assessm<strong>en</strong>t Methodology,vol. 3512 <strong>de</strong> IEEE Computer Society Press Monograph. IEEE Computer SocietyPress, Los Alamitos, California, 1 re éd. 6, 11KNIGHT, D. W. (2001), Conveyance in 1-D river mo<strong>de</strong>ls. Review paper for the scoping study onreducing uncertainty in river flood conveyance, HR Wallingford & the Environm<strong>en</strong>t Ag<strong>en</strong>cy.29KOGUT, P. A., CRANEFIELD, S., HART, L., DUTRA, M., BACKLAWSKI, K., KOKAR, M. et SMITH, J.(2002), UML for ontology <strong>de</strong>velopm<strong>en</strong>t. The Knowledge Engineering Review, vol. 17, n o 1,p. 61–64. 84, 132KONIKOW, L. F. (1992), Discussion about “The mo<strong>de</strong>ling process and mo<strong>de</strong>l validation".Ground Water, vol. 30, n o 4, p. 622–623. 11KONIKOW, L. F. et BREDEHOEFT, J. D. (1992), Groundwater mo<strong>de</strong>ls cannot be validated. Advancesin Water Resources, vol. 15, n o 1, p. 75–83. 24KUHN, T. S. (1983), La structure <strong>de</strong>s révolutions sci<strong>en</strong>tifiques. Champs, Flammarion, Paris,France. 24, 25KUTTER, W. R. (1885), Bewegung <strong>de</strong>s Wassers in Canäl<strong>en</strong> und Flüss<strong>en</strong>, Tabell<strong>en</strong> und Beiträge zurErleichterung <strong>de</strong>s Gebr<strong>au</strong>chs <strong>de</strong>r neu<strong>en</strong> allgemein<strong>en</strong> Geschwindigkeits-Formel von Ganguillet undKutter. Parey, P., Berlin, Allemagne. 260LAVEDRINE, I. A. et ANASTASIADOU-PARTHENIOU, L. (1995), Calibration criteria for 1D rivermo<strong>de</strong>ls – Assessm<strong>en</strong>t of objective functions and <strong>au</strong>tomatic calibration. Rap. tech. SR442, HRWallingford. 72LE DROGO, J. (2004), Suite du développem<strong>en</strong>t d’AM0v2. Rapport <strong>de</strong> stage <strong>de</strong> <strong>de</strong>uxième annéeisima, CEMAGREF, U. R. Hydrologie-Hydr<strong>au</strong>lique, Lyon. 95, 124, 192LE MOIGNE, J.-L. (1990), La modélisation <strong>de</strong>s systèmes complexes. collection ✭ AFCET-Systèmes ✮, Dunod, Paris, France. 9, 117LEBOSSÉ, A. (1991), Estimation of Manning-Strickler roughness coeffici<strong>en</strong>t in Saint-V<strong>en</strong>antequations. Dans : Channel Flow Resistance: C<strong>en</strong>t<strong>en</strong>nial of Manning’s Formula (B. C. Y<strong>en</strong>, éd.),p. 436–450, Water Resources Publications, Littleton, Colorado. 74LEBOSSÉ, A. et LADREYT, S. (2000), LIDO 2.0, logiciel <strong>de</strong> modélisation filaire <strong>de</strong>s écoulem<strong>en</strong>ts àsurface libre. Notice théorique, CETMEF. 124LENCASTRE, A. (1999), Hydr<strong>au</strong>lique générale. Eyrolles, Paris, France, 2 e éd. 257, 258LEOPOLD, L. B. et WOLMAN, M. G. (1957), River channel patterns: Brai<strong>de</strong>d, mean<strong>de</strong>ring andstraight. Professional Paper 282-B, US Geological Survey. 60, 61LEOPOLD, L. B., WOLMAN, M. G. et MILLER, J. P. (1964), Fluvial Processes in Geomorphology.Books in Geology, Freeman, W. H. and Company, San Francisco, California. 35LI, S.-G., VENKATARAMAN, L. et MCLAUGHLIN, D. (1992), Stochastic-theory for irregularstream mo<strong>de</strong>ling – 1. Flow resistance. Journal of Hydr<strong>au</strong>lic Engineering, vol. 118, n o 8, p.1079–1090. 37LIMERINOS, J. T. (1970), Determination of the Manning coeffici<strong>en</strong>t from measured bed roughnessin natural channels. Water Supply Paper 1898-B, US Geological Survey, Washington,D.C. 60, 61LIONG, S. Y., CHAN, W. T. et LAW, C. L. (1991a), An expert system for storm water managem<strong>en</strong>tmo<strong>de</strong>lling and its application. Engineering Applications of Artificial Intellig<strong>en</strong>ce, vol. 4,n o 5, p. 367–375. xx216

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!