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

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

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

DISCHARGE RESPONSE ANALYSIS AND HYDROLOGIE SIMILARITY: THE INTERRELATION BETWEEN THE GEOMORPHOLOGIE IUH AND THE STORM CHARACTERISTICSRODRIGUEZ ITURBE I; DEVOTO G; VALDES JB et al.1979; WAT. RESOURCES RES.; USA; DA. 1979; VOL. 15; NO 6; PP. 1435-1444; BIBL. 11 REF.; 13 ILL.Article

BAYESIAN GENERATION OF SYNTHETIC STREAMFLOWS. II. THE MULTIVARIATE CASE.VALDES JB; RODRIGUEZ ITURBE I; VICENS GJ et al.1977; WAT. RESOURCE RES.; U.S.A.; DA. 1977; VOL. 13; NO 2; PP. 291-295; BIBL. 9 REF.Article

Hydrologic dynamics and ecosystem structureRODRIGUEZ-ITURBE, I.Water science and technology. 2003, pp 18-24, issn 0273-1223, isbn 1-84339-438-3, 7 p.Conference Paper

ON THE DEVELOPMENT OF DRAINAGE NETWORKS = DEVELOPPEMENT DES RESEAUX DE DRAINAGECORDOVA JR; RODRIGUEZ ITURBE I; VACA P et al.1982; IAHS-AISH PUBLICATION; ISSN 0144-7815; GBR; DA. 1982; NO 137; PP. 239-249; BIBL. 7 REF.; 1 TAB. ; TABL./ILL.Conference Paper

A RAINFALL-RUN OFF ANALYSIS OF THE GEOMORPHOLOGIC IUHVALDES JB; FIALLO Y; RODRIGUEZ ITURBE I et al.1979; WAT. RESOURCES RES.; USA; DA. 1979; VOL. 15; NO 6; PP. 1421-1434; BIBL. 8 REF.; 20 ILL.Article

APPLICATIONS OF KALMAN FILTER IN RAINFALL-RUNOFF STUDIESRODRIGUEZ ITURBE I; VALDES JB; VELASQUEZ JM 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. 233-253; BIBL. DISSEM.Conference Paper

STREAMFLOW SIMULATION. I. A NEW LOOK AT MARKOVIAN MODELS, FRACTIONAL GAUSSIAN NOISE AND CROSSING THEORYRODRIGUEZ ITURBE I; MEJIA JM; DAWDY DR et al.1972; WAT. RESOURCES RES.; U.S.A.; 1972, VOL. 8, NUM. 0004, P. 921 A 930Serial Issue

STREAMFLOW SIMULATION. II. THE BROKEN LINE PROCESS AS A POTENTIAL MODEL FOR HYDROLOGIC SIMULATIONMEJIA JM; RODRIGUEZ ITURBE I; DAWDY DR et al.1972; WAT. RESOURCES RES.; U.S.A.; 1972, VOL. 8, NUM. 0004, P. 931 A 941Serial Issue