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Results 1 to 25 of 74

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DETERMINATION DES PROFONDEURS CRITIQUES DANS LES TUNNELS DE DERIVATION DE PROFILS SPECIAUXKOZIN VN.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 4; PP. 101-103; BIBL. 2 REF.Article

FLOOD ROUTING IN THE SYSTEM OF FREE SURFACE TUNNELS.MAKSIMOVIC C; RADOJKOVIC M.1976; IN: RIVERS 76. SYMP. INL. WATERW. FOR NAVIG. FLOOD CONTROL WATER DIVERSIONS. ANNU. SYMP. 3; FORT COLLINS, COLO.; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 1; PP. 190-200Conference Paper

SPOIL DISPOSAL FROM THE PLANNED NORTHFIELD TO QUABBIN TUNNEL, WESTERN MASSACHUSETTS.FARQUHAR OC.1978; ENVIRONMENT. GEOL.; DEU; DA. 1978; VOL. 2; NO 2; PP. 79-96; BIBL. 23 REF.Article

DESIGNING A DEFLECTOR SLAB FOR HOWELL BUNGER VALVES.SHARMA HD; VARSHNEY DV; CHATURVEDI RH et al.1977; WAT. POWER DAM CONSTR.; G.B.; DA. 1977; VOL. 29; NO 9; PP. 37-42; BIBL. 3 REF.Article

DAMS AND THEIR TUNNELS. III = BARRAGES ET LEURS TUNNELS: IIIWOOD AMM; COOPER WH; KIDD BC et al.1980; WAT. POWER DAM CONSTR.; GBR; DA. 1980; VOL. 32; NO 4; PP. 37-44Article

CALCUL HYDRAULIQUE DES TUNNELS DE DERIVATION DE PROFILS PARTICULIERSKOZIN VN.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 9; PP. 89-91; BIBL. 2 REF.Article

PARK RIVER AUXILIARY TUNNEL = TUNNEL AUXILIAIRE DE PARK RIVERBLACKEY EA JR.1979; PROV. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; USA; DA. 1979; VOL. 105; NO 4; PP. 341-349; BIBL. 6 REF.Article

PRESSURE DISTRIBUTION IN STEEL-LINED ROCK TUNNELS AND SHAFTS.JACOBSEN S.1977; WAT. POWER DAM CONSTR.; G.B.; DA. 1977; VOL. 29; NO 12; PP. 47-51; BIBL. 5 REF.Article

ETUDE HYDRAULIQUE D'UN TYPE PARTICULIER D'OUVRAGE D'EVACUATION DE CRUES.OVELLET Y.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 2; PP. 265-278; ABS. ANGL.; BIBL. 7 REF.Article

DAMS AND THEIR TUNNELS = BARRAGES ET LEURS TUNNELSWOOD AMM; COOPER WH; KIDD BC et al.1980; WAT. POWER DAM CONSTR.; GBR; DA. 1980; VOL. 32; NO 2; PP. 27-33Article

CONCEPTION INEDITE POUR DEVANCER LA FERMETURE DE LA GALERIE DE DERIVATION SUD DE LA GRANDE 2BOISVERT R; BOULAY P; SCOTT CE et al.1980; INGENIEUR (MONTR.); ISSN 0020-1138; CAN; DA. 1980; VOL. 66; NO 338; PP. 19-30Article

DRIVING THE CUNNINGHAM TUNNEL, COLORADO, U.S.A.PROVOST AG.1976; IN: TUNNELING '76. INT. SYMP. PROC.; LONDON; 1976; LONDON; INST. MIN. METALL.; DA. 1976; PP. (23P.)Conference Paper

MODELLVERSUCHE ZUR SPUELUNG VON AUFLANDUNGEN IM BEREICH DER STAUWURZEL DES AUSGLEICHSBECKENS REMPEN DER A.G. KRAFTWERKE WAEGITAL = ESSAI SUR MODELE REDUIT POUR LA PURGE DES SEDIMENTS A L'AMONT DU BASSIN DE COMPENSATION DE REMPEN DE L'A.G. KRAFTWERKEWAEGITALHUBER A.1981; MITT. VERSUCHSANST. WASSERB., HYDROL. GLAZIOL.; ISSN 0374-0056; CHE; DA. 1981; NO 53; PP. 165-174; ABS. FRE/ENGConference Paper

DAMS AND THEIR TUNNELS IVWOOD AMM; COOPER WH; KIDD BC et al.1980; WAT. POWER DAM CONSTR.; GBR; DA. 1980; VOL. 32; NO 5; PP. 42Article

AMENAGEMENT DE L'ARC DE L'ISERE: 600 GWH POUR LE RESEAU ELECTRIQUE FRANCAIS1979; CONSTRUCTION; FRA; DA. 1979; VOL. 34; NO 12; PP. 14-19Article

INCIDENCE DES PROBLEMES DE L'EAU SUR L'ECONOMIE DES PROJETS HYDROELECTRIQUESDUMAINE A; POMMIER M.1979; HYDROTECHNIQUE AU SERVICE D'UNE POLITIQUE DE L'EAU. JOURNEES DE L'HYDRAULIQUE. 15/1978/TOULOUSE; FRA; PARIS: SOCIETE HYDROTECH. FRANCE; DA. 1979; 5 P.; ABS. ENGConference Paper

FOYERS PUMPED STORAGE PROJECT: CONSTRUCTION. = CENTRALE HYDROELECTRIQUE DE FOYERS: CONSTRUCTIONLAND DD; HITCHINGS DC.1978; INST. CIV. ENGRS, PROC.; G.B.; DA. 1978; VOL. 64; NO 1; PP. 119-136; BIBL. 3 REF.Article

ALIGNMENT OF PANDOH-BAGGI TUNNEL AND SUNDERNAGAR-SATLUJ TUNNEL.CHOPRA SP.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 57; NO 2; PP. 91-93; BIBL. 1 REF.Article

Analysis of a typical shaped tunnel lining by finite element method = Analyse d'un revêtement de tunnel façonné par la méthode des éléments finisKHANOOJA, A. S; CHANDRA, S; NAYAK, G. C et al.Computers & structures. 1985, Vol 21, Num 5, pp 1079-1084, issn 0045-7949Article

L'AMENAGEMENT HYDRO-ELECTRIQUE DE LA CHUTE DE LAPARAN, DANS LES PYRENEES1983; CHANTIERS DE FRANCE; ISSN 0397-4650; FRA; DA. 1983; NO 161; PP. 1-14Article

LES GALERIES HYDRAULIQUES EN CHARGE - ETUDES THEORIQUES ET EXPERIMENTALES DES FUITES ET DES PRESSIONS D'EAUNIQUET JJ.1983; TUNNELS ET OUVRAGES SOUTERRAINS; ISSN 0399-0834; FRA; DA. 1983; NO 57; PP. 133-140Article

SHOTCRETE FOR UNDERGROUND SUPPORT AS USED ON HYDROLECTRIC PROJECTS IN COSTA RICA.KOBLER HG; CORRALES CL.1976; IN: TUNNELLING '76. INT. SYMP. PROC.; LONDON; 1976; LONDON; INST. MIN. METALL.; DA. 1976; PP. (16P.)Conference Paper

SITE INVESTIGATION AND CONSTRUCTION OF THE DINORWIC DIVERSION TUNNEL = RECHERCHE SUR LE CHANTIER ET CONSTRUCTION DU TUNNEL DE DERIVATION DE DINORWICWEST G; EWAN VJ.1981; TRRL LAB. REP.; ISSN 0305-1293; GBR; DA. 1981; NO 984; 31 P.; BIBL. 18 REF.Serial Issue

DESIGN ASPECTS OF TEHRI DAM DIVERSION TUNNELS = ASPECTS DU CALCUL DU TUNNEL DE DERIVATION DU BARRAGE TEHRIJAGDISH MOHAN; JAIN KP.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 61; NO 3; PP. 179-185; BIBL. 7 REF.Article

THE EL CAJON HYDRO PROJECT IN HONDURAS. IIDIAZ ARRIVIALLAGA A; KREUZER H.1981; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1981; VOL. 33; NO 3; PP. 37-39Article

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