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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

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

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

SUL CALCOLO DELLA PORTATA DI DIMENSIONAMENTO DEGLI SCARICATORI DI PIENA DELLE FOGNATURE = PROJET DE DEVERSOIRS DE SURVERSE POUR DES EGOUTS UNITAIRESMAIONE U; PAOLETTI A.1982; ING. AMBIENTE., INQUIN. DEPUR.; ISSN 0302-7775; ITA; DA. 1982; VOL. 11; NO 3; PP. 199-201; ABS. ENG/FRE; BIBL. 2 REF.Article

LATERAL WEIR FLOW MODELRAMAMURTHY AS; CARBALLADA L.1980; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 9-25; BIBL. 13 REF.Article

EMERGENCY REPAIR OF A DEEP STORM SEWER LINE.WEIS DM.1976; PUBLIC WORKS; U.S.A.; DA. 1976; VOL. 107; NO 9; PP. 76-77Article

RETENTION BASIN DESIGN AND APPLICATION.1975; IN: NATL. SYMP. URBAN HYDROL. SEDIMENT CONTROL. PROC.; LEXINGTON, KY; 1975; LEXINGTON, KY; OFF. RES. ENG. SERV.; DA. 1975; PP. 83-130; BIBL. DISSEM.Conference Paper

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

L'écoulement dans des déversoirs latéraux = Flow of side weirsHAGER, W. H.Canadian journal of civil engineering (Print). 1986, Vol 13, Num 5, pp 501-509, issn 0315-1468Article

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

Nouvelles tendances en assainissement urbainENNALBI, N; ENNALBI, M.Revue tunisienne de l'équipement. 1984, Vol 13, Num 49-50, pp 82-100Article

LES RESEAUX D'ASSAINISSEMENT. CALCULS. APPLICATION. PERSPECTIVESBOURRIER REGIS.1981; ; FRA; PARIS: TECHNIQUE ET DOCUMENTATION; DA. 1981; 340 P.; 25 CM; BIBL. DISSEM.; ISBN 2-85206-113-9Book

DIE WIRTSCHAFTLICHE GESTALTUNG VON ABWASSERABLEITUNGSNETZEN DURCH DEN BAU VON REGENBECKEN = CONCEPTION ECONOMIQUE DES RESEAUX D'ASSAINISSEMENT PAR CONSTRUCTION DE BASSINS D'EAUX DE PLUIEBOEHM A.1980; WASSERWIRTSCH., WASSERTECH.; ISSN 0043-0986; DDR; DA. 1980; PP. 130-133; BIBL. 10 REF.Article

SWMM APPLICATION TO COMBINED SEWERAGE IN NEW HAVENCERMOLA JA; DECARLI S; SACHDEV DR et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. ENVIRONMENT. ENGNG DIV.; USA; DA. 1979; VOL. 105; NO 6; PP. 1035-1048; BIBL. 9 REF.Article

DIE SIMULATION VON REGENENTLASTUNGEN IN KANALISATIONS-ANLAGEN = SIMULATION DES DECHARGES DES EAUX DE PLUIE DANS LES RESEAUX D'ASSAINISSEMENTNEUMANN W.1979; GAS- UND WASSERFACH, WASSER ABWASSER; ISSN 0341-0625; DEU; DA. 1979; VOL. 120; NO 11; PP. 531-535; ABS. ENGArticle

USE OF RETENTION TANKS ON SEWERAGE SYSTEMS: A FIVE YEAR ASSESSMENT.HEDLEY G; LOCKLEY JC.1978; WAT. POLLUT. CONTROL; GBR; DA. 1978; VOL. 77; NO 2; PP. 178-192; BIBL. 4 REF.Article

REGENUEBERLAUFBECKEN. BAU-, BETRIEBS- UND KOSTENASPEKTE. = DEVERSOIRS DES EAUX PLUVIALES. ASPECTS DE CONSTRUCTION, EXPLOITATION, COUTSNASSAU K.1978; GAS- U. WASSERFACH; WASSER ABWASSER; DA. 1978; VOL. 119; NO 2; PP. 75-79Article

HOCHWASSERENTLASTUNGEN ODER REGENBECKEN. = DECHARGES DES EAUX DE CRUE OU BASSINS D'EAUX DE PLUIE.MUNZ W.1977; GAZ EAUX EAUX USEES; SUISSE; DA. 1977; VOL. 57; NO 12; PP. 861-868; ABS. FR. ANGL.; BIBL. 8 REF.Article

UNTERSUCHUNGEN ZUM HYDRAULISCHEN VERHALTEN VON FESTEN RUNDKRONIGEN UEBERFAELLEN BEI UEBERLASTUNG. = DU COMPORTEMENT HYDRAULIQUE DES DEVERSOIRS MASSIFS A CRETE RONDE EN PRESENCE DE SURCHARGESCHIRMER A; DIERSCH HJ.1976; WASSERWIRTSCH.-WASSERTECH.; DTSCH.; DA. 1976; VOL. 26; NO 12; PP. 405-412; BIBL. 15 REF.; 10 ILL.Article

ANORDNUNG VON REGENUEBERLAUFBECKEN UND SCHMUTZFANGBECKEN. ERLAEUTERT AM BEISPIEL DER STADT LUDWIGSBURG = DISPOSITION DES DEVERSOIRS PLUVIAUX ET DES BASSINS DE RETENUE DES BOUES. DISCUSSION SUR L'EXEMPLE DE LA VILLE DE LUDWIGSBURGUNSER K; BENK D.1979; GAS- UND WASSERFACH, WASSER ABWASSER; ISSN 0341-0625; DEU; DA. 1979; VOL. 120; NO 11; PP. 536-541; ABS. ENG; BIBL. 7 REF.Article

SEWERAGE IN RURAL AREAS.BISHOP G; KIRBY TH.1977; WAT. POLLUT. CONTROL; G.B.; DA. 1977; VOL. 76; NO 4; PP. 423-436; BIBL. 7 REF.Article

ASSAINISSEMENT DE LA BAIE DE SOUMBEDIOUNE A DAKARTHIRIET JP.sdTRAV. PUBLICS; FRA; DA. S.D.; VOL. 116; NO 1027; PP. 47-51Article

Joystick not includedMACPHERSON, L.Water environment & technology. 1999, Vol 11, Num 9, pp 51-53, issn 1044-9493Article

Floatables control: Laboratory testing indicates underflow baffles hold promiseWALKER, D. E; HEATH, G. R; KUBIAK, D. A et al.Water environment & technology. 1998, Vol 10, Num 2, pp 45-48, issn 1044-9493Article

Modelling the performance of combined-sewer overflow chambersHARWOOD, R; SAUL, A. J.Journal of the Chartered Institution of Water and Environmental Management. 2001, Vol 15, Num 4, pp 300-304, issn 1360-4015Conference Paper

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