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AQUIFER PARAMETER IDENTIFICATION.YEH WWG.1975; PROC. AMER. SOC. CIV. ENGRS, H. HYDRAUL. DIV.; U.S.A.; 1975, VOL. 101, NUM. 0009, P. 1197 A 1209Serial Issue

IDENTIFICATION OF PARAMETERS IN FINITE LEAKY AQUIFER SYSTEM = IDENTIFICATION DES PARAMETRES DANS UN RESEAU AQUIFERE FINI AYANT DES FUITESMARINO MA; YEH WWG.1973; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A. ; 1973, VOL. 99, NUM. 0002, P. 319 A 336Serial Issue

IDENTIFICATION OF PARAMETERS IN AN INHOMOGENEOUS AQUIFER BY USE OF THE MAXIMUM PRINCIPLE OF OPTIMAL CONTROL AND QUASI-LINEARIZATION.LIN AC; YEH WWG.1974; WAT. RESOURCES RES.; U.S.A.; DA. 1974; VOL. 10; NO 4; PP. 829-838; BIBL. 13 REF.; 3 ILL.Article

TIMING AND SIZING OF COMPLEX WATER RESOURCE SYSTEMS. = DUREE ET DIMENSIONNEMENT DES SYSTEMES COMPLEXES DE RESSOURCES EN EAUBECKER L; YEH WWG.1974; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; 1974, VOL. 100, NUM. 0010, P. 1457 A 1470Serial Issue

PARAMETER IDENTIFICATION IN AN INHOMOGENEOUS MEDIUM WITH THE FINITE-ELEMENT METHOD.YOON YS; YEH WWG.1976; SOC. PETROLEUM ENGRS J.; U.S.A.; DA. 1976; VOL. 16; NO 4; PP. 217-226; BIBL. 34 REF.Article

OPTIMAL TIMING, SEQUENCING, AND SIZING OF MULTIPLE RESERVOIR SURFACE WATER SUPPLY FACILITIES.BECKER L; YEH WWG.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0001, P. 57 A 62Serial Issue

INVARIANT IMBEDDING AND UNSTEADY GROUND-WATER FLOW. = EXTENSION INVARIANTE ET ECOULEMENT INSTABLE D'UNE NAPPE SOUTERRAINESHIN CHANG; YEH WWG.1974; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; 1974, VOL. 100, NUM. 0010, P. 1343 A 1352Serial Issue

ECONOMIC MODEL FOR RESERVOIR PLANNING = MODELE ECONOMIQUE POUR LA PLANIFICATION DES RESERVOIRSMOORE NY; YEH WWG.1980; PROC. AMER. SOC. CIV. ENGRS, J. WAT. RESOURCES PLANNG MANAG. DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 383-400; BIBL. 39 REF.; 4 TAB. ; ILL./TABL.Article

WATER RESOURCE SYSTEMS MODELSYEH WWG; BECKER L.1979; CONTROL DYNAM. SYST.; USA; DA. 1979; VOL. 15; PP. 195-246; BIBL. 50 REF.; 10 ILL.Article

OPTIMIZATION OF REAL TIME OPERATION OF A MULTIPLE-RESERVOIR SYSTEM.BECKER L; YEH WWG.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0006, P. 1107 A 1112Serial Issue

OPTIMAL IDENTIFICATION OF AQUIFER DIFFUSIVITY USING QUASILINEARIZATION.YEH WWG; TAUXE GW.1971; WAT. RESOURCES RES.; USA; 1971, VOL. 7, NUM. 0004, P. 955 A 962Miscellaneous

A PROPOSED ALGORITHM FOR THE SOLUTION OF THE LARGE-SCALE INVERSE PROBLEM IN GROUNDWATER.SHIN CHANG; YEH WWG.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 3; PP. 365-374; BIBL. 23 REF.Article

IDENTIFICATION OF MULTIPLE REACH CHANNEL PARAMETERS.BECKER L; YEH WWG.1973; WAT. RESOURCES RES.; U.S.A.; DA. 1973; VOL. 9; NO 2; PP. 326-335; BIBL. 8 REF.Article

NONSTEADY FLOW IN A RECHARGE WELL-UNCONFINED AQUIFER SYSTEMMARINO MA; YEH WWG.1972; J. HYDROL.; NETHERL.; 1972, VOL. 16, NUM. 0002, P. 159 A 176Serial Issue

LINEAR PROGRAMMING AND OPTIMAL IDENTIFICATION OF PARAMETERS IN NATURAL CHANNEL FLOW.YEH WWG; BECKER L.sdIN: IFAC SYMP. CONTROL WATER RESOUR. SYST.; HAIFA; 1973; S.L.; , P. 1 A 12Miscellaneous

TWO-DIMENSIONAL TIDALLY AVERAGED ESTUARINE MODELWEN SEN CHU; YEH WWG.1980; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1980; VOL. 106; NO 4; PP. 501-518; BIBL. 25 REF.Article

THE GALERKIN METHOD FOR NONLINEAR PARABOLIC EQUATIONS OF UNSTEADY GROUNDWATER FLOW.YONG SUP YOON; YEH WWG.1975; WAT. RESOURCES RES.; U.S.A.; 1975, VOL. 11, NUM. 0005, P. 751 A 754Serial Issue

OPTIMAL DESIGN AND OPERATION OF RESERVOIR SYSTEMS.ASKEW AJ; YEH WWG; HALL WA et al.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. II; WARSAW; 1971),1974, NUM. 0101, P. 942 A 949Miscellaneous

REAL-TIME HOURLY RESERVOIR OPERATIONYEH WWG; BECKER L; WEN SEN CHU et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. WAT. RESOURCES PLANNG MANAG. DIV.; USA; DA. 1979; VOL. 105; NO 2; PP. 187-203; BIBL. 64 REF.Article

INFORMATION REQUIREMENT FOR IMPROVING HYDROPOWERYEH WWG; KECKER L; SOHN RL et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. WAT. RESOURCES PLANNG MANAG DIV.; USA; DA. 1978; VOL. 104; NO 1; PP. 139-156; BIBL. 37 REF.; 4 ILL.Article

AN ALTERNATE PROCEDURE FOR THE OPTIMIZATION OF OPERATIONS FOR PLANNING WITH MULTIPLE RIVER, MULTIPLE PURPOSE SYSTEMS.HALL WA; TAUXE GW; YEH WWG et al.1969; WAT. RESOURCES RES.; USA; 1969(12), VOL. 5, NUM. 0006, P. 1367 A 1372Miscellaneous

USE OF MONTE CARLO TECHNIQUES IN THE DESIGN AND OPERATION OF A MULTIPURPOSE RESERVOIR SYSTEM.ASKEW AJ; YEH WWG; HALL WA et al.1971; WAT. RESOURCES RES.; USA; 1971, VOL. 7, NUM. 0004, P. 819 A 826Miscellaneous

USE OF THE CRITICAL PERIOD IN RESERVOIR ANALYSIS.HALL WA; ASKEW AJ; YEH WWG et al.1969; WAT. RESOURCES RES.; USA; 1969(12), VOL. 5, NUM. 0006, P. 1205 A 1215Miscellaneous

OPERATIONS MODELS FOR CENTRAL VALLEY PROJECT.BECKER L; YEH WWG; FULTS D et al.1976; PROC. AMER. SOC. CIV. ENGRS, J. WAT. RESOURCES PLANNG MANAG. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 1; PP. 101-115; BIBL. 1 P. 1/2; 2 ILL.Article

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