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TIME SERIES ANALYSIS OF HYDROLOGIC DATA.KISIEL CC.1969; ADV. IN HYDROSCI.; USA; 1969, VOL. 5, P. 1 A 119Miscellaneous

TRANSFORMATION OF DETERMINISTIC ANS STOCHASTIC PROCESSES IN HYDROLOGY.KISIEL CC.1967; IN: C.R. COLLOQUE INT. HYDROL.; FORT COLLINS; 1967; FORT COLLINS; COLORADO STATE UNIV.; DA. 1967; VOL. 1; PP. 600-607; ABS. FR.; BIBL. 1 P.Conference Paper

OBJECTIVE FUNCTION AND CONSTRAINTS IN WATER RESOURCES SYSTEMS.KISIEL CC.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. III. WARSAW; 1971),1975, NUM. 0102, P. 1283 A 1299Miscellaneous

TIME AND FREQUENCY-DOMAIN IDENTIFICATION OF A CAUSATE BIVARIATE STOCHASTIC PROCESS.KISIEL CC; DUCKSTEIN L.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELES MATH. HYDROL. SYMP.; VARSOVIE; 1971),1974, NUM. 0100, P. 364 A 371Miscellaneous

WORTH OF ADDITIONAL DATA TO A DIGITAL COMPUTER MODEL OF A GROUNDWATER BASIN.GATES JS; KISIEL CC.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0005, P. 1031 A 1038Serial Issue

CONTROL OF HYDROLOGIC SYSTEMS FOR MULTIPLE USES IN A CLOSED-LOOP FRAMEWORK.DUCKSTEIN L; KISIEL CC.1972; J. HYDROL.; 1972, VOL. 15, NUM. 0001, P. 69 A 76Miscellaneous

ECONOMICS OF HYDROLOGIC MODELLING.KISIEL CC; DUCKSTEIN L.1972; IN: INT. SYMP. MODELLING TECH. WATER RESOUR. SYST. II. OTTAWA, 1972.; 1972, P. 319 A 330Miscellaneous

COLLECTIVE UTILITY: A SYSTEMS APPROACH TO WATER PRICING POLICY.DUCKSTEIN L; KISIEL CC.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. II; WARSAW; 1971),1974, NUM. 0101, P. 879 A 886Miscellaneous

INTERACTIVE MULTIOBJECTIVE PROGRAMING IN WATER RESOURCES: A CASE STUDY.MONARCHI DE; KISIEL CC; DUCKSTEIN L et al.1973; WAT. RESOURCES RES.; U.S.A.; 1973, VOL. 9, NUM. 0004, P. 837 A 850Serial Issue

OPTIMUM CONTROL OF IRRIGATION WATER APPLICATION. = CONTROLE OPTIMUM DES APPORTS D'EAU D'IRRIGATIONFOGEL MM; DUCKSTEIN L; KISIEL CC et al.1976; J. HYDROL.; NETHERL.; DA. 1976; VOL. 28; NO 2-4; PP. 343-358; BIBL. 1 P. 1/2Article

PROCEDURES FOR DETERMINING THE ORDER OF DEPENDENCE IN STREAMFLOW RECORDS.DENNY JL; KISIEL CC; YAKOWITZ SJ et al.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0005, P. 947 A 954Serial Issue

BAYESIAN DECISION THEORY APPLIED TO DESIGN IN HYDROLOGY.DAVIS DR; KISIEL CC; DUCKSTEIN L et al.1972; WAT. RESOURCES RES.; USA; 1972, VOL. 8, NUM. 0001, P. 33 A 41Miscellaneous

COMMENTS ON VALUE OF STREAMFLOW DATA FOR PROJECT DESIGN. A PILOT STUDY BY D. R. DAWDY, H. E. KUBIK AND E. R. CLOSE.DAVIS DR; DUCKSTEIN L; KISIEL CC et al.1972; WAT. RESOURCES RES.; USA; 1972, VOL. 173, NUM. 0001Miscellaneous

ANALYSIS OF EPHEMERAL FLOW IN ARIDLANDS.KISIEL CC; DUCKSTEIN L; FOGEL MM et al.1971; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; 1971, VOL. 97, NUM. 0010, P. 1699 A 1717Miscellaneous

A STOCHASTIC MODEL OF RUNOFF-PRODUCING RAINFALL FOR SUMMER TYPE STORMS.DUCKSTEIN L; FOGEL MM; KISIEL CC et al.1972; WAT. RESOURCES RES.; USA; 1972, VOL. 8, NUM. 0002, P. 410 A 421Miscellaneous

USE OF SUBJECTIVE INFORMATION IN ESTIMATION OF AQUIFER PARAMETERS.LOVELL RE; DUCKSTEIN L; KISIEL CC et al.1972; WAT. RESOURCES RES.; USA; 1972, VOL. 8, NUM. 0003, P. 680 A 690Miscellaneous

MAXIMUM INFORMATION OBTAINABLE FROM INADEQUATE DESIGN DATA: FROM MULTIVARIATE TO BAYESIAN METHODS.WEBER J; KISIEL CC; DUCKSTEIN L et al.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (ELABORATION PROJETS UTIL. RESSOUR. EAU SANS DONNEES SUFFISANTES. ACTES COLLOQ.; MADRID; 1973),1974, NUM. 0108-PART02, P. 401 A 417Miscellaneous

ESTIMATION OF AQUIFER PROPERTIES FROM FIELD DATA.SAGAR B; KISIEL CC; DUCKSTEIN L et al.sdIN: INT. SYMP. DEV. GROUND WATER RESOUR. PROC.; MADRAS; 1973; MADRAS IMPR. REG. SCH. PRINT.,, VOL. 1, P. 1 A 14Miscellaneous

CHOOSING HYDROLOGIC MODELS FOR MANAGEMENT OF CHANGING WATERSHEDSFOGEL MM; DUCKSTEIN L; KISIEL CC et al.sdIN: WATERSHEDS TRANSITION. PROC. SYMP. FORT COLLINS, COLO, 1972; URBANAAMER. WATER RESOUR. ASSOC.,, P. 118 A 123Miscellaneous

OPTIMUM CONTROL OF IRRIGATION WATER APPLICATION = CONTROLE OPTIMUM DE L'APPORT D'EAU PAR IRRIGATIONFOGEL MM; DUCKSTEIN L; KISIEL CC et al.1974; AUTOMATICA; G.B.; DA. 1974; VOL. 10; NO 6; PP. 579-586; BIBL. 21 REF.Article

COMMENTS ON RELATIVE IMPORTANCE OF VARIABLES IN WATER RESOURCES PLANNING BY I.C. JAMES II, B.T. BOWER, AND N.C. MATALAS.DAVIS DR; DUCKSTEIN L; KISIEL CC et al.1971; WAT. RESOURCES RES.; USA; 1971, VOL. 7, NUM. 0005, P. 1357 A 1358Miscellaneous

WATER QUALITY CONTROL UNDER UNCERTAINTY OPTIMAL STOPPING RULES FOR SAMPLINGDUCKSTEIN L; KISIEL CC; BECKMANN M et al.1976; J. HYDROL.; NETHERL.; DA. 1976; VOL. 28; NO 2-4; PP. 331-342; BIBL. 7 REF.Article

DROUGHTS AS EXTREME DISTRIBUTIONS FROM A POINT RAINFALL PROCESS.GUPTA VK; KISIEL CC; DUCKSTEIN L et al.1973; IN: FLOODS DROUGHTS. 2ND INT. SYMP. HYDROL. PROC.; FORT COLLINS, COLO.; 1972; FORT COLLINS, COLO.; WATER RESOUR.; DA. 1973; PP. 637-671 (13P.); BIBL. 10 REF.Conference Paper

MAXIMUM INFORMATION OBTAINABLE FROM INADEQUATE DESIGN DATA: FROM MULTIVARIATE TO BAYESIAN METHODSWEBER J; KISIEL CC; DUCKSTEIN L et al.sdIN: COLLOQ. ELABORATION PROJ. UTIL. RESSOURCES EAU SANS DONNEES SUFFISANTES; MADRID;1973; S.L., CENT. ESTUD. HIDROGR. ,1973, VOL. 2, P. 1 A 17Miscellaneous

A DECISION-THEORETIC APPROACH TO UNCERTAINTY IN THE RETURN PERIOD OF MAXIMUM FLOW VOLUMES USING RAINFALL DATADAVIS DR; DUCKSTEIN L; KISIEL CC et al.sdIN: COLLOQ. ELABORATION PROJ. UTIL. RESSOURCES EAU SANS DONNEES SUFFISANTES; MADRID; 1973; S.L. CENT. ESTUD. HIDROGR. ,1973, VOL. 1, P. 63 A 74Miscellaneous

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