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POUR UNE THEORIE MODIFIEE DE L'INFILTRATION. IV. LE DRAINAGE VU COMME UNE INFILTRATION D'AIR.MOREL SEYTOUX HJ.1974; CAH. O.R.S.T.O.M., HYDROL.; FRA; 1974, VOL. 11, NUM. 0003, P. 181 A 188Serial Issue

OPTIMAL LEGAL CONJUNCTIVE OPERATION OF SURFACE AND GROUND WATERS.MOREL SEYTOUX HJ.sdIN: WATER HUM. NEEDS. WORLD CONGR. WATER RESOUR. 2. PROC.; NEW DELHI; 1975; NEW DELHI; INT. WATER RESOUR. ASSOC.; DA. S.D.; VOL. 4; PP. 119-129; BIBL. 15 REF.; 3 ILL.Conference Paper

DERIVATION OF EQUATIONS FOR RAINFALL INFILTRATION.MOREL SEYTOUX HJ.1976; J. HYDROL.; NETHERL.; DA. 1976; VOL. 31; NO 3-4; PP. 203-219; BIBL. 14 REF.; 5 ILL.Article

WATER RESOURCES PLANNING (AN ILLUSTRATION ON MANAGEMENT OF SURFACE AND GROWDWATERS).MOREL SEYTOUX HJ.1976; IN: STOCHASTIC APPROACHES WATER RESOUR.; FORT COLLINS, COLO.; 1975; FORT COLLINS, COLO.; H.W. SHEN; DA. 1976; VOL. 1; PP. 10.1-10.61; BIBL. 4 P. 1/2; 9 ILL.Conference Paper

A COMBINED MODEL OF WATER TABLE AND RIVER STAGE EVOLUTION.MOREL SEYTOUX HJ.1975; WAT. RESOURCES RES.; U.S.A.; DA. 1975; VOL. 11; NO 6; PP. 968-972; BIBL. 29 REF.Article

DERIVATION OF EQUATIONS FOR VARIABLE RAINFALL INFILTRATION.MOREL SEYTOUX HJ.1978; WAT. RESOURCES RES.; USA; DA. 1978; VOL. 14; NO 4; PP. 561-568; BIBL. 9 REF.; 7 ILL.Article

OPTIMIZATION AND UNCERTAINTY.MOREL SEYTOUX HJ.1976; IN: STOCHASTIC APPROACHES WATER RESOUR., FORT COLLINS, COLO.; 1975; FORT COLLINS, COLO.; H.W. SHEN; DA. 1976; VOL. 1; PP. 9.1-9.37; BIBL. 1 P. 1/2; 6 ILL.Conference Paper

DRAINAGE RATES FROM A VERTICAL COLUMN.MOREL SEYTOUX HJ.1975; BULL. SCI. HYDROL.; E.U.; 1975, VOL. 20, NUM. 0002, P. 249 A 255Serial Issue

POUR UNE THEORIE MODIFIEE DE L'INFILTRATION. 5. LE CAS DE LA PLUIE.MOREL SEYTOUX HJ.1975; CAH. O.R.S.T.O.M., HYDROL.; FR.; DA. 1975; VOL. 12; NO 4; PP. 227-233; ABS. ANGL.; BIBL. 7 REF.Article

MODELE D'INFILTRATION POLYPHASIQUE.MOREL SEYTOUX HJ.1974; BULL. B.R.G.M. 3; FRA; 1974, NUM. 0002, P. 221 A 226Serial Issue

POUR UNE THEORIE MODIFIEE DE L'INFILTRATION. III. EFFETS DE COMPRESSION ET DE CONTRE-COURANT.MOREL SEYTOUX HJ.1974; CAH. O.R.S.T.O.M., HYDROL.; FRA; 1974, VOL. 11, NUM. 0001, P. 51 A 59Serial Issue

A SYSTEM APPROACH TO MINIMAL TIME DETECTION OF CHANGES IN WATERSHEDSMOREL SEYTOUX HJ; SAHELI F.sdIN: WATERSHEDS TRANSITION. PROC. SYMP. FORT COLLINS, COLO, 1972; URBANAAMER. WATER RESOUR. ASSOC.,1972, P. 124 A 131Miscellaneous

A FINITE ELEMENT "DISCRETE KERNEL GENERATOR" FOR EFFICIENT GROUNDWATER MANAGEMENTILLANGASEKARE T; MOREL SEYTOUX HJ.1978; FINITE ELEMENTS IN WATER RESOURCES. INTERNATIONAL CONFERENCE ON FINITE ELEMENTS IN WATER RESOURCES. 2/1978/LONDRES; GBR; LONDON; PLYMOUTH: PENTECH PRESS; DA. 1978; PP. 1.195-1.212; BIBL. 6 REF.; 14 ILL.Conference Paper

WATER AND AIR MOVEMENT IN A BOUNDED DEEP HOMOGENEOUS SOIL.SONU J; MOREL SEYTOUX HJ.1976; J. HYDROL.; NETHERL.; 1976, VOL. 29, NUM. 0001-0002, P. 23 A 42Serial Issue

PERTURBATION ANALYSIS OF TWO-PHASE INFILTRATIONNOBLANC A; MOREL SEYTOUX HJ.1972; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; 1972, VOL. 98, NUM. 0009, P. 1527 A 1541Serial Issue

COMMENT ON " DERIVATION OF AN EQUATION OF INFILTRATION" BY H. J. MOREL-SEYTOUX AND J. KHANJI.DIXON RM; MOREL SEYTOUX HJ.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 1; PP. 116-121; BIBL. 31 REF.; 3 ILL.Article

EQUATION OF INFILTRATION WITH COMPRESSION AND COUNTERFLOW EFFECTS.MOREL SEYTOUX HJ; KHANJI J.1975; BULL. SCI. HYDROL.; E.U.; 1975, VOL. 20, NUM. 0004, P. 505 A 517Serial Issue

PREDICTION OF IMBIBITION IN A HORIZONTAL COLUMN.MOREL SEYTOUX HJ; KHANJI J.1975; SOIL SCI. SOC. AMER., PROC.; U.S.A.; 1975, VOL. 39, NUM. 0004, P. 613 A 617Serial Issue

TEST OF RUNOFF INCREASE DUE TO PRECIPITATION MANAGEMENT FOR THE COLORADO RIVER BASIN PILOT PROJECTMOREL SEYTOUX HJ; SAHELI F.1973; J. APPL. METEOROL.; U.S.A. ; 1973, VOL. 12, NUM. 0002, P. 322 A 337Serial Issue

DETECTION OF A CHANGE IN RUNOFF BY AN ANALYSIS OF DAILY FLOWS.DUMAS AJ; MOREL SEYTOUX HJ.1971; ASS. INTERNATION. SCI. HYDROL., BULL; BEL; 1971, VOL. 16, NUM. 0001, P. 69 A 87Miscellaneous

A FINITE ELEMENT "DISCRETE KERNEL GENERATOR" FOR EFFICIENT GROUNDWATER MANAGEMENT = UN "GENERATEUR A NOYAU DISCRET" PAR ELEMENTS FINIS POUR UNE GESTION EFFICACE DES EAUX SOUTERRAINESILLANGASEKARE T; MOREL SEYTOUX HJ.1978; INTERNATIONAL CONFERENCE. 2. FINITE ELEMENTS IN WATER RESOURCES/1978/LONDON; GBR; LONDON: PENTECH; DA. 1978; 18 P.; BIBL. 6 REF.; ILL.Conference Paper

ANALYSIS OF A CAPILLARY HYSTERESIS MODEL BASED ON A ONE-VARIABLE DISTRIBUTION FUNCTION.MUALEM Y; MOREL SEYTOUX HJ.1978; WAT. RESOURCES RES.; USA; DA. 1978; VOL. 14; NO 4; PP. 605-610; BIBL. 12 REF.; 10 ILL.Article

DESCRIPTION OF WATER AND AIR MOVEMENT DURING INFILTRATION.BRUSTKERN RL; MOREL SEYTOUX HJ.1975; J. HYDROL.; NLD; 1975, VOL. 24, NUM. 0001-0002, P. 21 A 35Serial Issue

A DISCRETE KERNEL GENERATOR FOR STREAM-AQUIFER STUDIES.MOREL SEYTOUX HJ; DALY CJ.1975; WAT. RESOURCES RES.; U.S.A.; 1975, VOL. 11, NUM. 0002, P. 253 A 260Serial Issue

DERIVATION OF AN EQUATION OF INFILTRATION.MOREL SEYTOUX HJ; KHANJI J.1974; WAT. RESOURCES RES.; U.S.A.; DA. 1974; VOL. 10; NO 4; PP. 795-800; BIBL. 15 REF.; 3 ILL.Article

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