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DEUX GRANDS OUVRAGES D'ASSAINISSEMENT EN REGION PARISIENNE. I: DOUBLEMENT DE L'EMISSAIRE SUD 2EME BRANCHE. II: CONSTRUCTION DU COLLECTEUR D'EAU FLUVIALE GARGES EPINAY1981; TUNN. OUVRAGES SOUTERR.; ISSN 0399-0834; FRA; DA. 1981; NO 46; PP. 179Article

ABWASSERLEITUNGEN AUS POLYAETHYLEN (PE HART)-PROFIBROHREN IM ENTSOLGUNGSGEBIET DES ABWASSERZWECKVERBANDES PINNEBERG = CANALISATIONS D'EGOUT EN POLYETHYLENE DANS LE DISTRICT DE PINNEBERGMEYER H; TAPROGGE R.1979; WASS. U. BODEN; DEU; DA. 1979; VOL. 31; NO 12; PP. 332-337; ABS. ENG; BIBL. 16 REF.Article

SEWER JET CLEANER THOWS WATER MAINS.1977; PUBLIC WORKS; U.S.A.; DA. 1977; VOL. 108; NO 12; PP. 61Article

LE SYSTEME INTERNATIONAL D'UNITES (SL).HABETS L.1978; EAU DU QUEBEC; CANADA; DA. 1978; VOL. 11; NO 2; PP. 128-130Article

NEUE ERFAHRUNGEN ZUR BERECHNUNG VON ABWASSERLEITUNGEN. = NOUVELLES DIRECTIVES POUR LE CALCUL DES EGOUTSKNOBLOCH W.1978; SANIT. U. HEIZUNGSTECH.; DTSCH.; DA. 1978; VOL. 43; NO 5; PP. 334-340; BIBL. 17 REF.Article

ABFLUSSCHARAKTERISTIK UND HYDRAULISCHE LEISTUNGSFAEHIGKEIT VON KELCHFOERMIGEN UEBERFALLBAUWERKEN. = CARACTERISTIQUE D'UN EMISSAIRE ET RENDEMENT HYDRAULIQUE D'UN DEVERSOIR EN FORME DE COUPEINDLEKOFER H.1977; BAUINGENIEUR; DTSCH.; DA. 1977; VOL. 52; NO 2; PP. 67-75; BIBL. 16 REF.Article

THERMOPLASTISCHE KUNSTSTOFFROHRE MIT PROFILIERTER WANDUNG ZUR DRAENUNG VON MUELLDEPONIEN = CANALISATION EN THERMOPLASTIQUE, AVEC PAROIS PROFILES POUR DES SYSTEMES DE DRAINAGEBRAUN FJ.1983; WASSER UND BODEN; ISSN 0043-0951; DEU; DA. 1983; VOL. 35; NO 8; PP. 353-357; ABS. ENG; BIBL. 23 REF.Article

LES EGOUTS D'EAUX PLUVIALES. II: CONDITIONS ECONOMIQUES D'ETABLISSEMENTVICARINI A.1979; ACHATS ENTRET.; FRA; DA. 1979; VOL. 28; NO 309; PP. 113-130; (10 P.)Article

NAVRH KAPACITNI ODLEHCOVACI KOMORY S BOCNIM PREPADEM = PROJET D'UNE CHAMBRE DE DECHARGE AVEC DEVERSOIR LATERAL ET BUSE D'ETRANGLEMENTBARTUSKOVA I.1981; VODOSPOD. CAS.; ISSN 0042-790X; CSK; DA. 1981; VOL. 29; NO 3; PP. 334-343; ABS. RUS/ENG; BIBL. 4 REF.Article

VERSCHLEISSFESTER WERKSTOFF FUER ABWASSERPUMPEN. = MATERIAU RESISTANT A L'USURE POUR POMPES A EAUX USEES.1979; INDUSTR.-ANZ.; DEU; DA. 1979; VOL. 101; NO 8; PP. 15Article

BENEVAL. HOW TO GET MORE FROM YOUR STORM DRAIN DOLLAR.TETTEMER JM; VANCE HA.1978; PUBLIC WORKS; U.S.A.; DA. 1978; VOL. 109; NO 1; PP. 43-44Article

SETTLEMENTS OBSERVED ABOVE A TUNNEL IN SAND.EADIE HS.1977; TUNNELS AND TUNNELLG; G.B.; DA. 1977; VOL. 9; NO 5; PP. 93-94; BIBL. 2 REF.Article

LARGE-SCALE PUMPING STATION FOR EXTENSIVE STORM WATER DRAINAGE SYSTEM = STATION DE POMPAGE A GRANDE ECHELLE POUR DES SYSTEMES DE DRAINAGE D'EAU D'ORAGEITO Y; SHIOYA M; SHIMAUCHI S et al.1983; HITACHI REVIEW; ISSN 0018-277X; JPN; DA. 1983; VOL. 32; NO 1; PP. 1-6; BIBL. 2 REF.Article

WHATEVER HAPPERED TO THE TIMBERED HEADING.WALLIS S.1982; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1982; VOL. 14; NO 10; PP. 28-29Article

REPAIR AND RECONSTRUCTION OF INTERCEPTOR SEWERS NEWTOWN CREEK PROJECT = REPARATION ET RECONSTRUCTION DES EGOUTS A SIPHON PROJET DE NEWTON CREEKSMIRNOFF TP; CHASE AP; SMITH HJ et al.1979; RAPID EXCAVATION AND TUNNELING CONFERENCE/1979/ATLANTA GA; USA; NEW YORK: SOCIETY OF MINING ENGINEERS OF AIME; DA. 1979; VOL. 1; PP. 375-394Conference Paper

URBAN STORMWATER DETENTION AND FLOW ATTENUATION.POERTNER HG.1976; PUBLIC WORKS; U.S.A.; DA. 1976; VOL. 107; NO 8; PP. 83-85Article

AUSTIN'S 11 MILE SEWER TUNNEL REFLECTS SOUND ECONOMIC, ENVIRONMENTAL ALTERNATIVES.1976; CIV. ENGNG; U.S.A.; DA. 1976; VOL. 46; NO 8; PP. 52-55Article

CHICAGO SEWER SYSTEM. TUNNELS AND SHAFTS: ADDISON TO WILMETTE = INSTALLATION D'EGOUT A CHICAGO. TUNNELS ET PUITS ADDISON A WILMETTEMIXON EO; KENNEDY JD.1979; RAPID EXCAVATION AND TUNNELING CONFERENCE/1979/ATLANTA GA; USA; NEW YORK: SOCIETY OF MINING ENGINEERS OF AIME; DA. 1979; VOL. 2; PP. 1655-1663Conference Paper

PUTTING IT UNDERGROUND IN NORWAY = PRESENTATION DES TRAVAUX SOUTERRAINS EN NORVEGE1979; TUNNELS AND TUNNELLG; GBR; DA. 1979; VOL. 11; NO 8; PP. 60-61Article

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

EN ANGLAISLEENEY JG.1978; TUNNELS AND TUNNELLG; G.B.; DA. 1978; VOL. 10; NO 1; PP. 35-37; BIBL. 2 REF.Article

AN ANALYSIS OF THE OPERATING CONDITIONS OF SCREWPUMPS. II. SEWAGE COLLECTIONVONDRA V.1978; WAT. SEWAGE WORKS; USA; DA. 1978; VOL. 125; NO 8; PP. 42-45Article

BECK CULVERTING AND SEWER RECONSTRUCTION WORKS FOR A SOLID WASTE DISPOSAL LANDFILL SITE, BRADFORD = RECONSTRUCTION DE PONCEAU DE RUISSEAU ET D'EGOUT POUR UN SITE DE DEPOT DE DECHETS SOLIDES, BRADFORDHUTCHINSON BA; WILLIAMS P.1981; CHART. MUNIC. ENG. (1974); ISSN 0309-6017; GBR; DA. 1981; VOL. 108; NO 1; PP. 15-20Article

CONSTRUCTION OF A SEWER IN ARTIFICIALLY FROZEN GROUNDBOSCH HJ.1979; ENGNG GEOL.; NLD; DA. 1979; VOL. 13; NO 1-4; PP. 547-550Article

MIDDLE EAST-SEWERAGE PROJECTS FOR COASTAL TOWNS OF THE LIBYAN ARAB REPUBLIC.NEWBERY J; SIVA SUBRAMANIAM A.1978; QUART. J. ENGNG GEOL.; G.B.; DA. 1978; VOL. 11; NO 1; PP. 101-112; BIBL. 5 REF.Article

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