A STUDY OF GEOMORPHOLOGIC INSTANTANEOUS UNIT HYDROGRAPH = ETUDE DE L'HYDROGRAMME D'UNE UNITE GEOMORPHOLOGIQUE INSTANTANEECHENG BIH LING MONICA.1982; ; USA; DA. 1982; 238; DOCTORAL/UNIV. OF ILLINOIS URBANA, ILThesis

ETUDES D'ECOULEMENT AVEC UNE CRUE ELEMENTAIRESALAMIN A.1978; VIZUEGYI KOEZL.; MAGYAR.; DA. 1978; NO 1; PP. 90-102; ABS. RUSSE FR. ALLEM.; BIBL. 4 REF.; 5 ILL.Article

RUNOFF MODEL FOR FLOOD FORECASTINGISHIHARA Y; KOBATAKE S.1979; BULL. DISASTER PROVENT. RES. INST.; JPN; DA. 1979; VOL. 29; NO 1; PP. 27-43; BIBL. 4 REF.; 25 ILL.Article

A STORAGE ROUTING MODEL FOR FLOOD HYDROGRAPH SYNTHESIS BASED ON GEOMORPHOLOGIC RELATIONS.BOYD MJ.1978; DISSERT. ABSTR. INTERNATION., B; U.S.A.; DA. 1978; VOL. 38; NO 10; PP. 4918; RESUMEArticle

OPTIMAL FLOOD LEVEE DESIGNS BY DYNAMIC PROGRAMMING.BOGARDI I; CASTI A; CASTI J et al.1977; INTERNATION. INST. APPL. SYST. ANAL., RES. MEMOR.; AUSTR.; DA. 1977; NO 12; PP. (18P.); BIBL. 11 REF.Serial Issue

CRITICAL DURATION OF RAINFALL FOR FLOOD ESTIMATION.MEYNINK WJC; CORDERY I.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 6; PP. 1209-1214; BIBL. 17 REF.; 8 ILL.Article

METHODS OF DEVELOPING DESIGN-FLOOD HYDROGRAPHS.1976; ET. RAPP. HYDROL.; FR.; DA. 1976; NO 22; PP. 161-219; ABS. FR.; BIBL. 1 P. 1/2; 17 ILL.Article

SYNTHETIC DESIGN HYETOGRAPH AND RATIONAL RUNOFF COEFFICIENT.JONG SONG CHIEN; SARIKELLE S.1976; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 3; PP. 307-315; BIBL. 11 REF.; 3 ILL.Article

ON OVERLAND FLOW WATER ROUTING.RUH MING LI; SIMONS DB; STEVENS MA et al.1975; IN: NATL. SYMP. URBAN HYDROL. SEDIMENT CONTROL. PROC.; LEXINGTON, KY; 1975; LEXINGTON, KY; OFF. RES. ENG. SERV.; DA. 1975; PP. 237-244; BIBL. 10 REF.; 3 ILL.Conference Paper

SYNTHETIC UNIT HYDROGRAPH PROCEDURES IN URBAN HYDROLOGY.BLEEK J.1975; IN: NATL. SYMP. URBAN HYDROL. SEDIMENT CONTROL. PROC.; LEXINGTON, KY; 1975; LEXINGTON, KY; OFF. RES. ENG. SERV.; DA. 1975; PP. 149-159; BIBL. 10 REF.; 9 ILL.Conference Paper

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

ANALYTICAL SIMULATION OF WATERSHED HYDROGRAPHS FROM RAINFALL.OVERTON DE.1967; IN: C.R. COLLOQUE INT. HYDROL.; FORT COLLINS; 1967; FORT COLLINS; COLORADO STATE UNIV.; DA. 1967; VOL. 1; PP. 9-17; ABS. FR.; BIBL. 20 REF.; 2 ILL.Conference Paper

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

Probability models for unit hydrograph derivationNADARAJAH, Saralees.Journal of hydrology (Amsterdam). 2007, Vol 344, Num 3-4, pp 185-189, issn 0022-1694, 5 p.Article

STATISTICAL FLOOD FLOW ESTIMATION = ESTIMATION STATISTIQUE DE L'ECOULEMENT DU A LA CRUEREINIUS E.1982; NORD. HYDROL.; ISSN 0029-1277; DNK; DA. 1982; VOL. 13; NO 1; PP. 49-64; BIBL. 9 REF.; 8 TAB. ; TABL./ILL.Article

MATEMATICHESKAYA MODEL' RASCHETA GIDROGRAFA VESENNEGO POLOVOD'YA UCHITYVAYUSHCHAYA NACHAL'NYE USLOVIYA = CALCUL AU MOYEN DE MODELE MATHEMATIQUE DES HYDROGRAMMES DE CRUES PRINTANIERES EN ETUDIANT LES CONDITIONS INITIALESBURAKOV DA.1981; TR. ZAPADNO-SIB. REG. NAUCNO-ISSLED. INST.; ISSN 508802; SUN; DA. 1981; NO 51; PP. 6-10; BIBL. 4 REF.; 11 ANAL.; 2 TAB. ; ANAL./TABL.Article

DETERMINISTIC-SYSTEMIC RELATIONSHIPS IN OVERLAND FLOW ANALYSISBUTLER SS.1979; WAT. RESOURCES BULL.; USA; DA. 1979; VOL. 15; NO 2; PP. 519-529; BIBL. 8 REF.; 5 ILL.Article

FLOOD FREQUENCY ESTIMATES ON ALLUVIAL FANSDAWDY DR.1979; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL DIV.; USA; DA. 1979; VOL. 105; NO 11; PP. 1407-1413; BIBL. 5 REF.Article

MODELL ZUR BERECHNUNG VON ABFLUSSGANGLINIEN FUER VORFLUTER MIT SCHNEEBEDECKTEM EINZUGSGEBIET. = MODELE DE CALCUL DES HYDROGRAMMES DE CRUE D'UN BASSIN VERSANT RECOUVERT DE NEIGESTINTZING CW.1978; Z. KULTURTECH. FLURBEREINIG.; DEU; DA. 1978 PUBL. 1979; VOL. 19; NO 4; PP. 210-216; ABS. ENG; BIBL. 6 REF.; 3 ILL.Article

LABORATORY STUDY OF RAINFALL RUNOFF SYSTEM OVER DRAINAGE BASINS.ESKENAZI E.1977; DISSERT. ABSTR. INTERNATION., C; G.B.; DA. 1977; VOL. 37; NO 2; PP. 311; RESUMEArticle

DETERMINATION OF DESIGN HYDROGRAPHS ON SMALL CATCHMENTS BY THE STATE VARIABLE MODEL.MUZIK I.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 2; PP. 239-247; ABS. FR.; BIBL. 16 REF.; 8 ILL.Article

HYDROGRAPH DEVELOPMENT FOR URBANIZING AREAS.JAMES LD.1975; IN: NATL. SYMP. URBAN HYDROL. SEDIMENT CONTROL. PROC.; LEXINGTON, KY; 1975; LEXINGTON, KY; OFF. RES. ENG. SERV.; DA. 1975; PP. 273-284; BIBL. 12 REF.; 11 ILL.Conference Paper

REGIONAL SKEW IN SEARCH OF A PARENT.MATALAS NC; SLACK JR; WALLIS JR et al.1975; WAT. RESOURCES RES.; U.S.A.; DA. 1975; VOL. 11; NO 6; PP. 815-826; BIBL. 7 REF.; 10 ILL.Article

FLOOD ESTIMATION FOR UNGAUGED CATCHMENTS.LYNN MA.1969; INST. CIV. ENGRS IREL., TRANS.; IREL.; DA. 1969-1971; VOL. 96; PP. 154-176; BIBL. 21 REF.; 4 ILL.Article

RADIAL FLOWS IN HYDROLOGY = ECOULEMENT RADIAUX EN HYDROLOGIENECATI AGIRALIOGLU; SINGH VP.1981; INTERNATIONAL SYMPOSIUM ON WATER RESOURCES SYSTEMS/1980/ROORKEE; IND; MEERUT: SARITA PRAKASHAN; DA. 1981; VOL. 1; 6 P.; BIBL. 8 REF.; 1 TAB. ; ILL./TABL.Conference Paper