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au.\*:("REMSON I")

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OPTIMAL LOCATION AND MANAGEMENT OF WASTE DISPOSAL FACILITIES AFFECTING GROUND WATER QUALITYGORELICK SM; REMSON I.1982; WATER RESOUR. BULL (URBANA); ISSN 0043-1370; USA; DA. 1982; VOL. 18; NO 1; PP. 43-51; BIBL. 25 REF.Article

GROUND-WATER MANAGEMENT WITH FIXED CHARGES = LA GESTION DES RESSOURCES EN EAU SOUTERRAINE A CHARGES FIXESAGUADO E; REMSON I.1980; PROC. AMER. SOC. CIV. ENGRS, J. WAT. RESOURCES PLANNG MANAG. DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 375-382; BIBL. 14 REF.; 1 TAB. ; ILL./TABL.Article

INTERACTION OF AN UNCONFINED AQUIFER WITH SURFACE WATER AND SOIL MOISTURE.REMSON I; ZUCKER MB.1972; GEOL. SOC. AMER., ABSTR. PROGRAMS; USA; 1972, VOL. 4, NUM. 0007, P. 635Serial Issue

SENSITIVITY ANALYSIS IN AQUIFER STUDIES.AGUADO E; SITAR N; REMSON I et al.1977; WAT. RESOURCES RES.; U.S.A.; DA. 1977; VOL. 13; NO 4; PP. 733-737; BIBL. 7 REF.; 4 ILL.Article

NUMERIC STUDIES OF A COMPOSITE SOIL MOISTURE GROUND-WATER SYSTEM.HORNBERGER GM; REMSON I; FUNGAROLI AA et al.1969; WAT. RESOURCES RES.; USA; 1969(8), VOL. 5, NUM. 0004, P. 797 A 802Miscellaneous

MANAGEMENT MODEL OF A GROUNDWATER SYSTEM WITH A TRANSIENT POLLUTANT SOURCEGORELICK SM; REMSON I; COTTLE RW et al.1979; WAT. RESOURCES RES.; USA; DA. 1979; VOL. 15; NO 5; PP. 1243-1249; BIBL. 12 REF.; 6 ILL.Article

AQUIFER MANAGEMENT UNDER TRANSIENT AND STEADY-STATE CONDITIONS.ALLEY WM; AGUADO E; REMSON I et al.1976; WAT. RESOURCES BULL.; U.S.A.; DA. 1976; VOL. 12; NO 5; PP. 963-972; BIBL. 7 REF.; 4 ILL.Article

NUMERICAL SOLUTION OF THE BOUSSINESQ EQUATION FOR AQUIFER-STREAM INTERACTION.HORNBERGER GM; EBERT J; REMSON I et al.1970; WAT. RESOURCES RES.; USA; 1970(4), VOL. 6, NUM. 0002, P. 601 A 608Miscellaneous

NUMERICAL METHODS IN SUBSURFACE HYDROLOGY WITH AN INTRODUCTION TO THE FINITE ELEMENT METHOD.REMSON I; HORNBERGER GM; MOLZ FJ et al.sd1971, P. 1 A 339Miscellaneous

Optimal dynamic management of groundwater pollutant sourcesGORELICK, S. M; REMSON, I.Water resources research Washington. 1982, Vol 18, Num 1, pp 71-76Article

APPLICATION OF THE GREEN-AMPT MODEL OF INFILTRATION UNDER TIME-DEPENDENT SURFACE WATER DEPTHS = APPLICATION DU MODELE GREEN-AMPT A L'INFILTRATION EN FONCTION DU TEMPS ET DE LA PROFONDEUR DES EAUX DE SURFACEFREYBERG DL; REEDER JW; FRANZINI JB et al.1980; WAT. RESOURCES RES.; USA; DA. 1980; VOL. 16; NO 3; PP. 517-528; BIBL. 32 REF.; ILL.Article

COMMENTS ON "A NUMERICAL MODEL BASED ON COUPLED ONE-DIMENSIONAL RICHARDS AND BOUSSINESQ EQUATIONS" BY MARY F. PIKUL, ROBERT L. STREET, AND IRWIN REMSON.VACHAUD G; VAUCLIN M; STREET RL et al.1975; WAT. RESOURCES RES.; U.S.A.; 1975, VOL. 11, NUM. 0003, P. 506 A 510Serial Issue

OPTIMAL PUMPING FOR AQUIFER DEWATERING. = POMPAGE OPTIMAL POUR ASSECHEMENT D'UNE NAPPE AQUIFEREAGUADO E; REMSON I; PIKUL MF et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; 1974, VOL. 100, NUM. 0007, P. 869 A 877Serial Issue

HYDROLOGIC STUDIES USING THE BOUSSINEQ EQUATION WITH A RECHARGE TERM.ZUCKER MB; REMSON I; EBERT J et al.1973; WAT. RESOURCES RES.; U.S.A.; 1973, VOL. 9, NUM. 0003, P. 586 A 592Serial Issue

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