Application of the HEC-HMS model for runoff simulation in a tropical catchmentHALWATURA, D; NAJIM, M. M. M.Environmental modelling & software. 2013, Vol 46, pp 155-162, issn 1364-8152, 8 p.Article

Genetic Algorithm Based Parameter Estimation of Nash ModelDONG, Si-Hui.Water resources management. 2008, Vol 22, Num 4, pp 525-533, issn 0920-4741, 9 p.Article

THE IMPORTANCE OF ACCURATE CURVE NUMBERS IN THE ESTIMATION OF STORM RUNOFF.HAWKINS RH.1975; WAT. RESOURCES BULL.; U.S.A.; 1975, VOL. 11, NUM. 0005, P. 887 A 891Serial Issue

LA VALEUR ANNUELLE MOYENNE D'UNE QUANTITE D'EAU AVEC FREQUENCE DEFINIE ET RELATION ENTRE R ANNUELLE MOYENNE ET R PLURIANNUELLE MOYENNE AVEC FREQUENCE DONNEESTOYANOV G.1975; KHIDROL. I METEOROL.; BALG.; 1975, VOL. 24, NUM. 0005, P. 80 A 85Serial Issue

(ETABLISSEMENT DES COURBES DE DEBIT A L'AIDE DES POLYNOMES ORTHOGONAUX A FONCTION SIMPLE Q=F (H^OGERASIMOV S; MANDADZHIEV D; VYLEV M et al.1975; KHIDROL. I METEOROL.; BALG.; 1975, VOL. 24, NUM. 0004, P. 50 A 58Serial Issue

MULTIDIMENSIONAL STATISTIC MODELLING OF HYDROLOGICAL PROCESSES ON THE BASIS OF STRUCTURAL ANALYSIS OF THE EMPIRICAL HYDROGRAPHS OF RUNOFF.GRINEVICH GA; GRINEVICH AG; SOLOVJOVA AF et al.1974; ASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; 1974, NUM. 0100, P. 134 A 139Miscellaneous

PRATIQUES COURANTES POUR L'EVALUATION DES CRUES ET DES DEBITS D'ETIAGES PRIS EN COMPTE DANS LES PROJECTS. RAPPORT GENERAL.ROCHE M.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (ELABORATION PROJETS UTIL. RESSOUR. EAU SANS DONNEES SUFFISANTES. COLLOQ.; MADRID; 1973),1974, NUM. 0108-PART02, P. 419 A 437Miscellaneous

DECONVOLUTION ET IDENTIFICATION AUTOMATIQUE DE PARAMETRES EN HYDROLOGIE.EMSELLEM Y; DE MARSILY G; POITRINAL D et al.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. II; WARSAW; 1971),1974, NUM. 0101, P. 709 A 735Miscellaneous

THE VELOCITY ASSUMPTION BEHIND LINEAR INVARIABLE WATERSHED RESPONSE MODELS.BEN ZVI A.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. II; WARSAW; 1971),1974, NUM. 0101, P. 758 A 761Miscellaneous

PREDICTING RECESSIONS THROUGH CONVOLUTION.YATES P; SNYDER WM.1975; WAT. RESOURCES RES.; U.S.A.; 1975, VOL. 11, NUM. 0003, P. 418 A 422Serial Issue

STUDY OF MAXIMUM FLOODS IN SMALL BASINS OF TORRENTIAL TYPE.HERAS R; LARA A.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. 517 A 539Miscellaneous

Efficacy of Nakagami-m Distribution Function for Deriving Unit HydrographRAI, R. K; SARKAR, S; UPADHYAY, Alka et al.Water resources management. 2010, Vol 24, Num 3, pp 563-575, issn 0920-4741, 13 p.Article

Nonlinear transformation of unit hydrographSAGHAFIAN, Bahram.Journal of hydrology (Amsterdam). 2006, Vol 330, Num 3-4, pp 596-603, issn 0022-1694, 8 p.Article

AZ 1974. EVI KOEROES-VOELGYI ARVIZ HIDROLOGIAI JELLEMZESE. = CARACTERISTIQUES HYDROLOGIQUES DE LA CRUE DE L'ANNEE 1974 DANS LA VALLEE DES KOEROESLAJOS S.1976; VIZUEGYI KOEZL.; MAGYAR.; 1976, NUM. 0001, P. 15 A 40Serial Issue

USEFULNESS OF THE STORAGE PARAMETER.PAGAN AR.1975; CIV. ENGNG; U.S.A.; 1975, VOL. 45, NUM. 0010, P. 82 A 83Serial Issue

CU PRIVIRE LA SEURGEREA MAXIMA IN BAZINUL RIULUI ARGES. = SUR L'ECOULEMENT MAXIMA DU BASSIN DE L'ARGESPLATAGEA M; POPA G.1975; STUD. DE HIDRAUL.; ROMAN.; 1975, VOL. 26, P. 33 A 61Serial Issue

A METHOD OF INDING THE FAMILY OF RUNHYDROGRAPHS FOR GIVEN RETURN PERIODS.HIEMSTRA LAV; ZUCCHINI WS; PEGRAM GGS et al.1976; J. HYDROL.; NETHERL.; 1976, VOL. 30, NUM. 0001-0002, P. 95 A 103Serial Issue

CARACTERISTICAS HIDROGEOLOGICAS E HIDRODINAMICAS DEL KARST PARA LA INYECCION DE AGUAS RESIDUALES. = CARACTERISTIQUES HYDROGEOLOGIQUES ET HYDRODYNAMIQUES DU KARST POUR L'INJECTION D'EAUX RESIDUAIRESFERNANDEZ RUBIO R.1975; BOL. GEOL. MIN.; ESP.; 1975, VOL. 86, NUM. 0002, P. 167 A 178Serial Issue

METHODES UTILISEES POUR L'EVALUATION DES DEBITS DE CRUE DES PETITS COURS D'EAU EN REGIONS TROPICALES.RODIER JA.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. 603 A 614Miscellaneous

MODEL OF THE RAINFALL-RUNOFF DYNAMIC NONLINEAR SYSTEM.KASPAREK L.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (APPL. MODELES MATH. HYDROL. SYST. RESSOUR. EAU. ACTES COLLOQ.; BRATISLAVA; 1975),1975, NUM. 0115, P. 130 A 135Serial Issue

LINEAR AND NONLINEAR MODELS FOR PEAK FLOW FORECASTING.SVOBODA A.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. II; WARSAW; 1971),1974, NUM. 0101, P. 455 A 460Miscellaneous

A lumped conceptual model to simulate groundwater level time-seriesMACKAY, J. D; JACKSON, C. R; WANG, L et al.Environmental modelling & software. 2014, Vol 61, pp 229-245, issn 1364-8152, 17 p.Article

METHODS OF ANALYSING DEFICIENT DISCHARGE DATA IN ARID AND SEMI-ARID ZONES FOR THE DESIGN OF SURFACE WATER UTILIZATION.DALINSKY JS.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (ELABORATION PROJETS UTIL. RESSOUR. EAU SANS DONNEES SUFFISANTES. ACTES COLLOQ.; MADRID; 1973),1975, NUM. 0108-PART02, P. 95 A 119Miscellaneous

STRUCTURAL RELATION BETWEEN PARAMETRIC AND STOCHASTIC HYDROLOGY MODELS.QUIMPO RG.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELES MATH. HYDROL. SYMP.; VARSOVIE; 1971),1974, NUM. 0100, P. 151 A 157Miscellaneous

EFFECTS OF HYDROLOGIC REGIME ON MAGNITUDE AND FREQUENCY OF DOMINANT DISCHARGE.PICKUP G; WARNER RF.1976; J. HYDROL.; NETHERL.; 1976, VOL. 29, NUM. 0001-0002, P. 51 A 75Serial Issue