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

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

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

CRITICAL EXAMINATION OF THE MUSKINGUM METHODMOHAMMAD AKRAM GILL.1979; NORD. HYDROL.; DNK; DA. 1979; VOL. 10; NO 4; PP. 261-270; BIBL. 12 REF.; 2 ILL.Article

LAMINAGE DE CRUE, COMPARAISON DE DIFFERENTS TYPES D'OUVRAGES1979; C.T.G.R.E.F., CAH.; FRA; DA. 1979; NO 35; PP. 5; 3 ILL.Article

STUDIUL DEZVOLTARII SI EXPERIENTA FOLOSIRII METODEI HIDROGRAFULUI UNITAR = L'ETUDE DU DEVELOPPEMENT ET L'EXPERIENCE DE L'EMPLOI DE LA METHODE DE L'HYDROGRAMME UNITAIRESERBAN P.1979; INST. METEOROL. HIDROL., STUD. CERC., 2; ROM; DA. 1979; VOL. 46; PP. 41-95; ABS. ENG/FRE; BIBL. 40 REF.; 16 ILL.Article

A FINITE-ELEMENT MODEL OF OVERLAND AND CHANNEL FLOW FOR ASSESSING THE HYDROLOGIC IMPACT OF LAND-USE CHANGEROSS BB; CONTRACTOR DN; SHANHOLTZ VO et al.1979; J. HYDROL.; NLD; DA. 1979; VOL. 41; NO 1-2; PP. 11-30; BIBL. 2 P.; 7 ILL.Article

EFFECT OF CHANNEL MEANDERS ON FLOOD STAGE IN VALLEY.SMITH CD.1978; PROC. AMER. SOC. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 49-58; BIBL. 3 REF.; 8 ILL.Article

DETERMINATION DES PARAMETRES DE PERMEABILITE DES SOLS D'APRES DES COURBES D'INFILTRATION DIFFICILE A METTRE EN EVIDENCEDENISOV VM.1978; METEOROL. I GIDROL.; SUN; DA. 1978; NO 12; PP. 74-82; ABS. ENG; BIBL. 3 REF.; 2 ILL.Article

ADJUSTMENT OF PEAK DISCHARGE RATES FOR URBANIZATION.GUND LACH DL.1978; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; USA; DA. 1978; VOL. 104; NO 3; PP. 325-329; BIBL. 8 REF.; 3 ILL.Article

ANWENDUNG DER EINHEITSGANGLINIE IN DER SIEDLUNGSWASSERWIRTSCHAFT. = APPLICATION DE L'"HYDROGRAMME UNITAIRE", DANS L'ECONOMIE HYDROLOGIQUE DES AGGLOMERATIONSANDERL B.1977; WASS. U. BODEN; DTSCH.; DA. 1977; VOL. 29; NO 10; PP. 297-303; BIBL. 12 REF.; 11 ILL.Article

PEAK DISCHARGE FREQUENCY FROM RAINFALL INFORMATION.HUGHES WC.1977; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 39-50; BIBL. 6 REF.; 5 ILL.Article

SNOWMELT RUNOFF PROCESSES IN A SUBARCTIC AREA.PRICE AG.1977; MCGILL UNIV., CLIMATOL. RES. SER.; CANADA; DA. 1977; NO 10; PP. 1-106; BIBL. 3 P.Serial Issue

HOCHWASSERBERECHNUNG UNTER BENUTZUNG DER STANDARD-NORMALVERTEILUNG. = CALCUL DES CRUES AU MOYEN DES FONCTIONS DE DISTRIBUTION NORMALE STANDARDSIEKER F.1977; DTSCHE GEWAESSERKDL. MITT.; DTSCH.; DA. 1977; VOL. 21; NO 3; PP. 69-73; ABS. ANGL.; BIBL. 1 REF.; 2 ILL.Article

CALCULATION OF INSTANTANEOUS UNIT HYDROGRAPHS IN AN URBAN AREA.VAN DER KLOET P; VAN DER WAL M; ZONDERVAN JG et al.1977; ET. RAPP. HYDROL.; FR.; DA. 1977; PP. 124-143; ABS. FR.; BIBL. 11 REF.; 10 ILL.; (EFFECTS URBANIZATION IND. HYDROL. REGIME WATER QUAL. SYMP. PROC.; AMSTERDAM; 1977)Conference Paper