AJUSTEMENT ET ANALYSE DE SENSIBILITE D'UN MODELE DE SIMULATION CONTINUE DE L'ECOULEMENT (MODELE STORM)SAUTIER JL; DELLEUR JW.1979; JOURNEES SOCIETE HYDROTECHNIQUE DE FRANCE/1979/PARIS; FRA; PARIS: SOCIETE HYDROTECH. FRANCE; DA. 1979; PP. 73-79; BIBL. 4 REF.; 6 ILL.Conference Paper

REMOVAL OF PERIODICITIES BY DIFFERENCING AND MONTHLY MEAN SUBTRACTION.KAVVAS ML; DELLEUR JW.1975; J. HYDROL.; NLD; 1975, VOL. 26, NUM. 0003-0004, P. 335 A 353Serial Issue

LES PROCESSUS DU TYPE "ARIMA" POUR LA PREVISION ET LA SIMULATION EN HYDROMETEOROLOGIEDELLEUR JW.1978; HOUILLE BLANCHE; FRA; DA. 1978; VOL. 33; NO 6; PP. 391-400; BIBL. 16 REF.; 7 ILL.Article

SOME EXTENSIONS OF LINEAR SYSTEMS ANALYSIS IN HYDROLOGY.DELLEUR JW; RAO AR.1973; IN: FLOODS DROUGHTS 2ND INT. SYMP. HYDROL. PROC.; FORT COLLINS, COLO.; 1972; FORT COLLINS, COLO. WATER RESOUR.,1973, P. 117 A 186Miscellaneous

A RAINFALL-RUNOFF MODEL BASED ON THE WATERSHED STREAM NETWORKDELLEUR JW; LEE MT.sdIN: COLLOQ. ELABORATION PROJ. UTIL. RESSOURCES EAU SANS DONNEES SUFFISANTES; MADRID; 1973; S.L. CENT. ESTUD. HIDROGR. ,1973, VOL. 1, P. 75 A 87Miscellaneous

A POINT STOCHASTIC MODEL FOR CONTINENTAL DROUGHTS.KAVVAS ML; DELLEUR JW.1976; BULL. SCI. HYDROL.; E.U.; DA. 1976; VOL. 21; NO 3; PP. 407-417; ABS. FR.; BIBL. 7 REF.Article

RESPONSE OF FLOAT TYPE STAGE RECORDER SYSTEMS.DELLEUR JW; BLANK D.1967; IN: C.R. COLLOQUE INT. HYDROL.; FORT COLLINS; 1967; FORT COLLINS; COLORADO STATE UNIV.; DA. 1967; VOL. 1; PP. 165-172; ABS. FR.; BIBL. 3 REF.; 5 ILL.Conference Paper

ANALYSE STATISTIQUE DE LA TURBULENCE DANS UN ECOULEMENT D'EAU A SURFACE LIBRE ET A FAIBLE PROFONDEUR.DELLEUR JW; SHAHABIAN HL.sdIN: JOURN. ETUD. ECOULEMENT TURBUL. TRANSFERT CHAL. MASSE PAROI. C.R.; ORSAY; 1977; PARIS; UNIV. PIERRE ET MARIE CURIE; DA. S.D.; PP. F-F8; H.T. 2; ABS. ANGL.; BIBL. 10 REF.Conference Paper

INSTANTANEOUS UNIT HYDROGRAPHS, PEAK DISCHARGES AND TIME LAGS IN URBANIZAING WATERSHEDSRAO RA; DELLEUR JW.sdIN: WATERSHEDS TRANSITION. PROC. SYMP. FORT COLLINS, COLO, 1972; URBANAAMER. WATER RESOUR. ASSOC.RES. COMMUN.,1972, P. 387Miscellaneous

MULTISTATION, MULTIYEAR SYNTHESIS OF HYDROLOGIC TIME SERIES BY DISAGGREGATION.TAO PC; DELLEUR JW.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 6; PP. 1303-1312; BIBL. 19 REF.; 5 ILL.Article

FORTRAN-HYDRO.DELLEUR JW; TOEBES GH.1969; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; 1969(11), VOL. 95, NUM. 0006, P. 1993 A 2012Miscellaneous

CHARACTERISTICS AND FILTERING OF NOISE IN LINEAR HYDROLOGICAL SYSTEMS.DELLEUR JW; RAO RA.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. II; WARSAW; 1971),1974, NUM. 0101, P. 570 A 579Miscellaneous

TURBULENCE IN SHALLOW WATER FLOW UNDER RAINFALLKISISEL IT; RAO RA; DELLEUR JW et al.1973; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 31-53; BIBL. 1 P. 1/2Serial Issue

PLANNING STORM-DRAINAGE SYSTEMS FOR URBAN GROWTHDENDROU SA; DELLEUR JW; TALAVAGE JJ et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. WAT. RESOURCES PLANNG MANAG DIV.; USA; DA. 1978; VOL. 104; NO 1; PP. 1-16; BIBL. 19 REF.; 10 ILL.Article

TIME RESOLUTION OF THE HYDROLOGIC TIME-SERIES MODELS.KAVVAS ML; COTE LJ; DELLEUR JW et al.1977; J. HYDROL.; NETHERL.; DA. 1977; VOL. 32; NO 3-4; PP. 347-361; BIBL. 3 REF.; 3 ILL.Article

ESTIMATION OF DIRECT RUNOFF FROM URBAN WATERSHEDS.HOSSAIN A; RAMACHANDRA RAO A; DELLEUR JW et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1978; VOL. 104; NO 2; PP. 169-188; BIBL. 17 REF.; 16 ILL.Article

ON MODELING THE RUNOFF PROCESS IN URBAN AREAS.DELLEUR JW; RAO RA; HOSSAIN A et al.1975; IN: NATL. SYMP. URBAN HYDROL. SEDIMENT CONTROL. PROC.; LEXINGTON, KY; 1975; LEXINGTON, KY; OFF. RES. ENG. SERV.; DA. 1975; PP. 193-208; BIBL. 29 REF.; 9 ILL.Conference Paper