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FLOW OF A LIQUID THROUGH A SPILLWAY BY DIMENSIONAL ANALYSIS WITH DISCRIMINATION.ARENAS A; HERRANZ A.1974; R. SOC. ESP. FIS. QUIM., AN. FIS.; ESP.; DA. 1974; VOL. 70; NO 1; PP. 102-103; ABS. ESP.; BIBL. 4 REF.Article

CALCUL D'UN DEVERSOIR LATERAL AVEC UNE NAPPE DEVERSANTE D'EPAISSEUR CONSTANTEHORSKY T.1974; VODOHOSP. CAS.; CESKOSL.; DA. 1974; VOL. 22; NO 4; PP. 369-377; ABS. RUSSE ANGL.; BIBL. 1 REF.Article

SPILLWAY DESIGN FOR SERIES OF RESERVOIRS. = CONCEPTION DU PASSE DEVERSOIR DES RESERVOIRS EN SERIECECILIO CB; KRAEGE BA.1974; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 10; PP. 1329-1342; BIBL. 14 REF.Article

IMPROVEMENT OF THE "BASELESS" PROPORTIONAL WEIRLAKSHMANA RAO NS; CHANDRASEKARAN D.1974; J. RECH. HYDRAUL.; PAYS-BAS; DA. 1974; VOL. 12; NO 4; PP. 491-498; BIBL. 4 REF.; MEME DOCT. FRArticle

CONSIDERATIONS ON HYDRAULIC DESIGN OF FREE AND PRESSURE SHAFT SPILLWAYS = CONSIDERATIONS SUR LE CALCUL HYDRAULIQUES DES DEVERSOIRS EN PUITS A SURFACE LIBRE OU EN CHARGEJORDAO W FILHO; BANDEIRA MSC.sdINTERNATIONAL CONGRESS ON LARGE DAMS. 13/1979/NEW DELHI; FRA; LA CHAPELLE MONTLIGEON: IMPR. DE MONTLIGEON; DA. S.D.; VOL. 4; PP. 35-56; ABS. FRE; BIBL. 24 REF.Conference Paper

SHORT TIME VARIATION OF AIR CONCENTRATION IN HYDRAULIC JUMPS.THANDAVESWARA BS; LAKSHMANA RAO NS.1976; INDIAN J. TECHNOL.; INDIA; DA. 1976; VOL. 14; NO 12; PP. 615-618; BIBL. 8 REF.Article

REPARTITION D'UNE PRESSION HYDRODYNAMIQUE DANS UN COURANT D'EAU A MASSE VARIABLEMUSAEV ZA.1978; ZA TEKH. PROGR., AZERBAJDZH. S.S.R.; SUN; DA. 1978; NO 7; PP. 52-57; BIBL. 10 REF.Article

DEVERSEMENT AU-DESSUS D'UN DEVERSOIR DE FAIBLE HAUTEUR DE FORME CIRCULAIREDOLEZAL L.1971; VYZK. UST. VODOHOSP., PRACE STUDIE, PRAHA; CESKOSL.; DA. 1971; NO 128; PP. 1-60; ABS. RUSSE ANGL.; BIBL. 12 REF.Serial Issue

AERATION AT HIGH VELOCITY FLOWSDE S PINTO NL; NEIDERT SH; OTA JJ et al.1982; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1982; VOL. 34; NO 2; PP. 34-38Article

THE STUDY OF SLUICE GATE AND SHARP-CRESTED WEIR THROUGH HODOGRAPH TRANSFORMATIONSHAN TY; CHOW WL.1981; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1981; VOL. 48; NO 2; PP. 229-238; BIBL. 20 REF.Article

ANALYSE DU TRAVAIL DE DEVERSOIRS A COIN AIGU DANS DES CARACTERISTIQUES LINEAIRES DE L'ECOULEMENT DANS DES CONDITIONS D'IMMERSIONMAJCHEREK H.1977; ARCH. HYDROTECH.; POLSKA; DA. 1977; VOL. 24; NO 3; PP. 289-311; ABS. RUSSE ANGL.; BIBL. 9 REF.Article

ANALIZA PRACY PRZELEWOW O "KWADRATOWEJ" CHARAKTERYSTYCE PRZEPHYWU W WARUNKACH ZATOPIENIA = ANALYSE DU TRAVAIL D'UN DEVERSOIR AVEC CARACTERISTIQUES "QUADRATIQUES" DE L'ECOULEMENT DANS LES CONDITIONS DE SUBMERSIONMAJCHEREK H.1977; ARCH. HYDROTECH.; POL; DA. 1977; VOL. 24; NO 4; PP. 471-488; ABS. RUS/ENG; BIBL. 4 REF.Article

CHAFFEY DAM MORNING GLORY SPILLWAY = LE DEVERSOIR "VOLUBILIS DES JARDINS" DU BARRAGE DE CHAFFEYREICH M.1980; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1980; VOL. 2; NO 12; PP. 23-26Article

TARBELA SERVICE SPILLWAY PLUNGE POOL DEVELOPMENTLOWE J III; CHAO PC; LUECKER AR et al.1979; WAT. POWER DAM CONSTR.; GBR; DA. 1979; VOL. 31; NO 11; PP. 85-90Article

A PRACTICAL PROPORTIONAL WEIRVENKATARAMAN P; SUBRAMANYA K.1973; WAT. POWER; G.B.; DA. 1973; VOL. 25; NO 5; PP. 189-190; BIBL. 5 REF.Serial Issue

LES ISOPACHS DANS UN MODELE PHOTOELASTIQUE SOUMIS A SON POIDS PROPRERASIA RJ.1980; BULL. SOC. R. SCI. LIEGE; ISSN 0037-9565; BEL; DA. 1980; VOL. 49; NO 1-2; PP. 104-116; BIBL. 15 REF.Article

OPTIMAL DESIGN OF STILLING BASINS OF OVERFLOW SPILLWAYS = CALCUL OPTIMAL DES BASSINS DE TRANQUILLISATION DES DEVERSOIRS SUBMERSIBLESYEOU KOUNG TUNG; MAYS LW.1982; PROC. AM. SOC. CIV. ENG., J. HYDRAUL. DIV.; ISSN 0044-796X; USA; DA. 1982; VOL. 108; NO 10; PP. 1163-1178; BIBL. 7 REF.Article

DATUM LINE FIXATION FOR LINEAR PROPORTIONAL WEIRS.FONCK RM.1978; J. APPL. MECH.; USA; DA. 1978; VOL. 45; NO 2; PP. 441-442; BIBL. 2 REF.Article

MODELLVERSUCHE FUER DAS NEUE MAINWEHR KESSELSTADT. = ESSAI SUR MODELE DU NOUVEAU DEVERSOIR DE KESSELSTADT SUR LE MAINDIETZ JW; PULINA B.1978; WASSERWIRTSCHAFT; DEU; DA. 1978; VOL. 68; NO 7-8; PP. 211-215; ABS. ENG; BIBL. 4 REF.Article

THIN PLATE WEIRS.WHITE WR.1977; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1977-06; VOL. 63; PP. 255-269; BIBL. 8 REF.Article

KREISFOERMIGE FALLSCHAECHTE FUER DIE HOCHWASSERENTLASTUNG BEI TALSPERREN = PUITS CIRCULAIRES SOUS PRESSION (MORNING GLORY) POUR DES DEVERSOIRS DE BARRAGESBRETSCHNEIDER H.1980; WASSERWIRTSCHAFT; DEU; DA. 1980; VOL. 70; NO 3; PP. 88-93; ABS. ENG; BIBL. 13 REF.Article

UEBERSTROEMUNGSSICHERUNG VON DEICHEN = FORTIFICATION DES DIGUES CONTRE LA SUBMERSIONSTALMANN V.1980; WASS. U. BODEN; DEU; DA. 1980; VOL. 32; NO 3; PP. 109-112; ABS. ENGArticle

CHARACTERISTICS OF HYDROFOIL WEIRS = CARACTERISTIQUES DE DEVERSOIRS A PROFIL HYDRODYNAMIQUELAKSHMANA RAO NS; JAGANNADHA RAO MV.1973; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 2; PP. 259-283; BIBL. 9 REF.Serial Issue

DER ABFLUSS AUS UEBERFAELLEN = DECHARGE DE DEVERSOIRLESKE W.1979; WASSERWIRTSCH.-WASSERTECH.; DDR; DA. 1979; VOL. 29; NO 1; PP. 24-27; BIBL. 12 REF.Article

POLYMERIZATION OF CONCRETE FIGHTS CAVITATION.MURRAY MA; SCHULTHEIS VF.1977; CIV. ENGNG; U.S.A.; DA. 1977; VOL. 47; NO 4; PP. 67-70Article

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