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au.\*:("RODRIGUEZ ITURBE I")

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THE DEPENDENCE OF DRAINAGE DENSITY ON CLIMATE AND GEOMORPHOLOGY = LA DENSITE DE DRAINAGE DEPEND DU CLIMAT ET DE LA GEOMORPHOLOGIERODRIGUEZ ITURBE I; ESCOBAR LA.1982; HYDROL. SCI. J.; ISSN 503711; GBR; DA. 1982; VOL. 27; NO 2; PP. 129-137; ABS. FRE; BIBL. 13 REF.; ILL.Article

STRUCTURAL ANALYSIS OF HYDROLOGICAL SEQUENCES. IV.RODRIGUEZ ITURBE I.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. III. WARSAW; 1971),1975, NUM. 0102, P. 1157 A 1171Miscellaneous

A MODELING SCHEME FOR THE STUDY OF DRAINAGE DENSITYESCOBAR LA; RODRIGUEZ ITURBE I.1982; WATER RESOUR. RES.; USA; DA. 1982; VOL. 18; NO 4; PP. 1029-1035; BIBL. 15 REF.Article

THE DESIGN OF RAINFALL NETWORKS IN TIME AND SPACE.RODRIGUEZ ITURBE I; MEJIA JM.1974; WAT. RESOURCES RES.; U.S.A.; DA. 1974; VOL. 10; NO 4; PP. 713-728; BIBL. 23 REF.; 12 ILL.Article

Rainfall network systems analysis: the optimal estimation of total storm depthLENTON R. L; RODRIGUEZ-ITURBE I.Water resources research. 1977, Vol 13, Num 5, pp 825-836Article

ON THE TRANSFORMATION OF POINT RAINFALL TO AREAL RAINFALL.RODRIGUEZ ITURBE I; MEJIA JM.1974; WAT. RESOURCES RES.; U.S.A.; DA. 1974; VOL. 10; NO 4; PP. 729-735; BIBL. 7 REF.; 8 ILL.Article

RAINFALL NETWORK DESIGN FOR RUNOFF PREDICTION.BRAS RL; RODRIGUEZ ITURBE I.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 6; PP. 1197-1208; BIBL. 17 REF.; 5 ILL.Article

A BAYESIAN APPROACH TO ANALYZING UNCERTAINTY AMONG FLOOD FREQUENCY MODELS.WOOD EF; RODRIGUEZ ITURBE I.1975; WAT. RESOURCES RES.; U.S.A.; DA. 1975; VOL. 11; NO 6; PP. 839-843; BIBL. 11 REF.; 4 ILL.Article

BAYESIAN INFERENCE AND DECISION MAKING FOR EXTREME HYDROLOGIC EVENTS.WOOD EF; RODRIGUEZ ITURBE I.1975; WAT. RESOURCES RES.; U.S.A.; 1975, VOL. 11, NUM. 0004, P. 533 A 542Serial Issue

CORRELATION LINKS BETWEEN NORMAL AND LOG NORMAL PROCESSES.MEJIA JM; RODRIGUEZ ITURBE I.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0004, P. 689 A 690Serial Issue

ON THE SYNTHESIS OF RANDOM FIELD SAMPLING FROM THE SPECTRUM: AN APPLICATION TO THE GENERATION OF HYDROLOGIC SPATIAL PROCESSES.MEJIA JM; RODRIGUEZ ITURBE I.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0004, P. 705 A 711Serial Issue

RAINFALL NETWORK SYSTEMS ANALYSIS: THE OPTIMAL ESTIMATION OF TOTAL AREAL STORM DEPTH.LENTON RL; RODRIGUEZ ITURBE I.1977; WAT. RESOURCES RES.; U.S.A.; DA. 1977; VOL. 13; NO 5; PP. 825-836; BIBL. 23 REF.; 7 ILL.Article

EVALUATION OF MEAN SQUARE ERROR INVOLVED IN APPROXIMATING THE AREAL AVERAGE OF A RAIN FALL EVENT BY A DISCRETE SUMMATION.BRAS RL; RODRIGUEZ ITURBE I.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 2; PP. 181-184; BIBL. 8 REF.; 3 ILL.Article

RAINFALL GENERATION: A NONSTATIONARY TIME-VARYING MULTIDIMENSIONAL MODEL.BRAS RL; RODRIGUEZ ITURBE I.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 3; PP. 450-456; BIBL. 24 REF.; 3 ILL.Article

THE GEOMORPHOLOGIC STRUCTURE OF HYDROLOGIE RESPONSERODRIGUEZ ITURBE I; VALDES JB.1979; WAT. RESOURCES RES.; USA; DA. 1979; VOL. 15; NO 6; PP. 1409-1420; BIBL. 14 REF.; 8 ILL.Article

A MULTIDIMENSIONAL MODEL FOR THE SYNTHESIS OF PROCESSES OF AREAL RAINFALL AVERAGES.LENTON RL; RODRIGUEZ ITURBE I.1977; WAT. RESOURCES RES.; U.S.A.; DA. 1977; VOL. 13; NO 3; PP. 605-612; BIBL. 9 REF.; 6 ILL.Article

NETWORK DESIGN FOR THE ESTIMATION OF AREAL MEAN OF RAINFALL EVENTS.BRAS RL; RODRIGUEZ ITURBE I.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 6; PP. 1185-1195; BIBL. 17 REF.; 11 ILL.Article

FREQUENCY DOMAIN ANALYSIS OF HYDROLOGICAL SYSTEMS WITH MONTHLY DATA.RODRIGUEZ ITURBE I; NORDIN CF.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELES MATH. HYDROL. SYMP.; VARSOVIE; 1971),1974, NUM. 0100, P. 343 A 354Miscellaneous

A multidimensional model for the synthesis of processes of areal rainfall averagesLENTON R. L; RODRIGUEZ-ITURBE I.Water resources research. 1977, Vol 13, Num 3, pp 605-612Article

Network design for the estimation of areal mean of rainfall eventsBRAS R. L; RODRIGUEZ-ITURBE I.Water resources research. 1976, Vol 12, Num 6, pp 1185-1195Article

Rainfall generation: a nonstationary time-varying multidimensional modelBRAS R. L; RODRIGUEZ-ITURBE I.Water resources research. 1976, Vol 12, Num 3, pp 450-456Article

BAYASIAN DISCRIMINATION OF HYDROLOGIC FORECASTING MODELS BASED ON THE KALMAN FILTERVALDES JB; VELASQUEZ JM; RODRIGUEZ ITURBE I et al.1978; APPLICATIONS OF KALMAN FILTER TO HYDROLOGY, HYDRAULICS, AND WATER RESOURCES. AMERICAN GEOPHYSICAL UNION CHAPMAN CONFERENCE/1978/PITTSBURGH PA; USA; PITTSBURGH: UNIVERSITY OF PITTSBURGH; DA. 1978; PP. 369-384; BIBL. DISSEM.Conference Paper

ESTIMACION DE CRECIENTES Y PARAMETROS DE DISENO CON REGISTROS MUY CORTOS. UN CASO DE ESTUDIO: EL RIO MEMO DE VENEZUELA. = ESTIMATION DES CRUES ET PARAMETRES DE SCHEMA AVEC DES REGISTRES TRES COURTS. CAS D'APPLICATION: LE FLEUVE MEMO AU VENEZUELARODRIGUEZ ITURBE I; PEREZ GODOY JM.1977; IN: REUN. TEC. CI. SOBRE AGUA; MAR DEL PLATA; 1977; MAR DEL PLATA; DA. 1977; PP. (22P.); BIBL. 3 REF.; 2 ILL.Conference Paper

Exploring complexity in the structure of rainfallRODRIGUEZ-ITURBE, I.Advances in water resources. 1991, Vol 14, Num 4, pp 162-167, issn 0309-1708Article

CHOOSING AMONG HYDROLOGIC REGRESSION MODELS. II: EXTENSIONS TO THE STANDARD MODEL = SELECTION DES MODELES DE REGRESSION EN HYDROLOGIE. II. EXTENSIONS DU MODELE STANDARDVALDES JB; RODRIGUEZ ITURBE I; VICENS GJ et al.1980; WAT. RESOURCES RES.; USA; DA. 1980; VOL. 16; NO 3; PP. 507-516; BIBL. 11 REF.; 3 TAB. ; ILL./TABL.Article

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