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GOVERNMENTAL REGULATION OF URBAN DEVELOPMENT WITH RESPECT TO STORM WATER RUN-OFF.DAUGHERTY DL.1975; IN: NATL. SYMP. URBAN HYDROL. SEDIMENT CONTROL. PROC.; LEXINGTON, KY; 1975; LEXINGTON, KY; OFF. RES. ENG. SERV.; DA. 1975; PP. 271-272Conference Paper

RECOURS A LA SUPERPOSITION DE DEUX CONDUITES DANS UN RESEAU D'ASSAINISSEMENT UNITAIREBURRY A.1973; TECH. SCI. MUNICIP.-EAU; FR.; DA. 1973; VOL. 68; NO 4; PP. 173-174Serial Issue

MANAGEMENT AND CONTROL OF COMBINED SEWER OVERFLOWSFIELD R; STRUZESKI EJ JR.1972; J. WAT. POLLUT. CONTROL FEDER.; U.S.A.; DA. 1972; VOL. 44; NO 7; PP. 1393-1415; BIBL. 5 P.Serial Issue

STILLING POND STORM OVERFLOW STUDIESREDDY YR; PICKFORD J.1972; PROC. AMER. SOC. CIV. ENGRS, J. SANIT. ENGNG DIV.; U.S.A.; DA. 1972; VOL. 98; NO 4; PP. 609-622; BIBL. 5 REF.Serial Issue

FILTERING COMBINED SEWER OVERFLOWSLEE JA; SHIH CS; DE FILIPPI JA et al.1972; J. WAT. POLLUT. CONTROL FEDER.; U.S.A.; DA. 1972; VOL. 44; NO 7; PP. 1317-1333Serial Issue

QUALITY OF STORMWATER DRAINAGE FROM URBAN LANDBRYAN EH.1972; WAT. RESOURCES BULL.; U.S.A.; DA. 1972; VOL. 8; NO 3; PP. 578-588; BIBL. 12 REF.Serial Issue

REGENUEBERLAEUFE = DEVERSOIRS D'ORAGETAUBMANN KC.1972; GAS-WASS.-ABWASS.; SCHWEIZ; DA. 1972; VOL. 52; NO 10; PP. 297-308; BIBL. 5 REF.Serial Issue

MODEL SCALE AND THE DISCHARGE COEFFICIENT.VARSHNEY DV.1977; WAT. POWER DAM CONSTR.; G.B.; DA. 1977; VOL. 29; NO 4; PP. 48-52; BIBL. 12 REF.Article

DER GESAMTABFLUSSBEIWERT IN MISCHKANALISATIONEN = COEFFICIENT TOTAL DE DEBIT DES RESEAUX UNITAIRES D'ASSAINISSEMENTKRAUTH K.1972; GAS-U. WASSERFACH, WASSER ABWASSER; DTSCH.; DA. 1972; VOL. 113; NO 7; PP. 329-331; BIBL. 3 REF.Serial Issue

NOMOGRAMME ZUR ERMITTLUNG VON PU UND TU EINES REGENUEBERLANFS DES MISCHWASSERKANALS = ABAQUES POUR LA DETERMINATION DES QUANTITES PU ET TU DES DEVERSOIRS D'ORAGE DANS UN RESEAU UNITAIRESOLD H.1972; WASS. U. BODEN; DTSCH.; DA. 1972; VOL. 24; NO 10; PP. 312-315; BIBL. 3 REF.Serial Issue

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

POLLUTION CONTROL IN SEWERSSCHMIDT OJ.1972; J. WAT. POLLUT. CONTROL FEDER.; U.S.A.; DA. 1972; VOL. 44; NO 7; PP. 1384-1392; BIBL. 8 REF.Serial Issue

POLLUTION DUE TO SPILLWAY AND SURFACE WATER EMISSION = POLLUTION DUE AU DEVERSOIR ET A L'EAU DE SURFACEsd; S.L.; TABERGS BOKTRYCKERI; DA. S.D.; PP. 1-52; BIBL. DISSEM.; (CONF. CONNECTION INT. WATER CONSERVANEY EXHIB.; JOENKOEPING, SWED.; 1972)Conference Paper

COMBINED SEWER OVERFLOWSFIELD R.1973; CIV. ENGNG; U.S.A.; DA. 1973; VOL. 43; NO 2; PP. 57-60Serial Issue

COMPUTERIZED MONITORING SYSTEM HELPS SAN FRANCISCO CONTROL OVERFLOW1972; WAT. SEWAGE WORKS; U.S.A.; DA. 1972; VOL. 119; NO 8; PP. 44-45Serial Issue

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

DIE VERSCHMUTZUNG DES ABFLUSSES IM TRENNVERFAHREN SOWIE MASSNAHMEN ZUR VERMINDERUNG DER GEWAESSERVERSCHMUTZUNG INFOLGE REGENWASSEREINLEITUNGEN = LA POLLUTION DE L'EFFLUENT DANS LE RESEAU SEPARATIF ET LES MESURES A PRENDRE POUR EVITER LA POLLUTION DES EAUX COURANTES PAR LE DEVERSOIR DES EAUX DE PLUIEBRUNNER PG.1973; GAZ EAUX EAUX USEES; SUISSE; DA. 1973; VOL. 53; NO 4; PP. 109-113; BIBL. 8 REF.Serial Issue

HOW TO CONTROL SEWER OVERFLOWSANDERSON JJ; CALLERY RL; ANDERSON DJ et al.1972; WAT. WASTES ENGNG; U.S.A.; DA. 1972; VOL. 9; NO 9; PP. 60-62Serial Issue

Modélisation du comportement hydraulique des déversoirs d'orage latéraux en régime transcritique = Numerical modelling of the hydraulic behaviour of lateral storm weirs in a transcritical regimeBUYER, M; VAZQUEZ, J; BREMOND, B et al.Revue des sciences de l'eau (Paris). 2005, Vol 18, Num 1, pp 25-46, issn 0992-7158, 22 p.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

WATER QUALITY1972; IN: MAR. TECHNOL. SOC. 8TH ANNU. CONF. WASHINGTON, D.C., 1972. PREPR.; WASHINGTON; MAR. TECHNOL. SOC.; DA. 1972; PP. 741-770; BIBL. DISSEM.Conference Paper

SWMM APPLICATION TO COMBINED SEWERAGE IN NEW HAVEN = APPLICATION DU SWMM A DES EGOUTS COMBINES A NEW-HAVENCERMOLA JA; DECARLI S; SACHDEV DR et al.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. CONVENTION AND EXPOSITION/1978/CHICAGO IL; USA; S.L.: ASCE; DA. S.D.; VOL. 3347; PP. 1-22; BIBL. 8 REF.Conference Paper

AUFGABE UND KONSTRUKTION VON SELBSTTAETIGEN HOCHWASSERABLEITUNGSBAUWERKEN IN FLIESSGEWAESSERN = L'OBJECTIF EST LA CONSTRUCTION D'OUVRAGES DE DERIVATION AUTOMATIQUE DES CRUES DE FLEUVESINDLEKOFER H; HEINEMANN E; ROUVE G et al.1979; WASS. U. BODEN; DEU; DA. 1979; VOL. 31; NO 11; PP. 309-313; ABS. ENG; BIBL. 3 REF.Article

V-notch weir calibration using new parametersELI, R. N.Journal of hydraulic engineering (New York, N.Y.). 1986, Vol 112, Num 4, pp 321-325, issn 0733-9429Article

Fonctions et typologie des déversoirs d'orage = Functions and typology of storm weirsVAZQUEZ, José; JOANNIS, Claude; ZUG, Mathieu et al.Techniques de l'ingénieur. Technologies de l'eau. 2009, Vol W3, Num W6901, issn 1776-0135, W6901.1-W6901.11Article

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