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WASTEWATER DISPOSAL BY SUBMERGED MANIFOLDS = DISPERSION D'EAU USEE PAR DES DIFFUSEURS IMMERGESLISETH P.1976; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1976; VOL. 102; NO HY1; PP. 1-14; BIBL. 13 REF.Article

DISPOSAL OF EFFLUENT FROM A BEEF CATTLE FEEDLOT RUNOFF CONTROL HOLDING POND = ELIMINATION DE L'EFFLUENT D'UN BASSIN DE RETENTION POUR LE CONTROLE DES LIQUIDES DE RUISSELLEMENT D'ENCLOS SANS HERBAGE POUR BOVINS DE BOUCHERIENIENABER JA; GILBERTSON CB; MCCALLA TM et al.1974; TRANS. A.S.A.E.; U.S.A.; DA. 1974; VOL. 17; NO 2; PP. 375-378; BIBL. 11 REF.Article

LIMITS FOR VOLATILE ORGANIC LIQUIDS IN SEWERS. IMATTHEWS PJ.1975; EFFLUENT WAT. TREATM. J.; G.B.; DA. 1975; VOL. 15; NO NO 11; PP. 565-567; BIBL. 13 REF.Article

WATER PLANT WASTE TREATMENT: STATE OF THE ARTFULTON GP.1976; PUBLIC WORKS; U.S.A.; DA. 1976; VOL. 107; NO 1; PP. 40-42Article

PHYSICAL MODEL OF DISCHARGE IN A TWO-LAYER STRATIFIED AMBIENTSILL BL; EDGE BL.1975; IN: SYMP. MODELING TECH. ANNU. SYMP. WATERW. HARBORS COASTAL ENG. DIV. ASCE. 2; SAN FRANCISCO, CALIF.; 1975; NEW YORK; AM. SOC. CIV. ENG.,; DA. 1975; VOL. 1; PP. 388-406; BIBL. 12 REF.Conference Paper

THREE-DIMENSIONAL POLLUTANT MODELING IN SHEAR FLOW = MODELE MATHEMATIQUE D'UN POLLUANT TRIDIMENSIONNEL DANS UN ECOULEMENT DE CISAILLEMENTGOUR TSYH YEH.1976; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1976; VOL. 102; NO HY3; PP. 351-365; BIBL. 14 REF.Article

VERORDNUNGSENTWURF UEBER ABWASSEREINLEITUNGEN. II. FESTLEGUNG DER GRENZWERTE FUER DIE EINBEITUNG VON ABWASSER IN DIE KANALISATIONEN UND IN DIE GEWAESSER SOWIE DIE SICH DARAUS ERGEBENDEN KONSEQUENZEN = PROJET DE PRESCRIPTION SUR LES DECHARGES D'EAUX USEES. II. DETERMINATION DE VALEURS LIMITES POUR LA DECHARGE D'EAUX USEES DANS LES CANALISATIONS ET LES EAUX ET CONSEQUENCES EN RESULTANTMILANI B.1975; GAZ EAUX EAUX USEES; SUISSE; DA. 1975; VOL. 55; NO 11; PP. 740-745; (31E. ASSEM. GEN. ASSOC. SUISSE PROF. EPURATION EAUX. CONF.; MONTHEY VS; 1975)Conference Paper

TWO-DIMENSIONAL FINITE ELEMENT DISPERSION MODELLEIMKUHLER W; CONNOR J; WANG J et al.1975; IN: SYMP. MODELING TECH. ANNU. SYMP. WATERW. HARBORS COASTAL ENG. DIV. ASCE. 2; SAN FRANCISCO, CALIF.; 1975; NEW YORK; AM. SOC. CIV. ENG.; DA. 1975; VOL. 2; PP. 1467-1486; BIBL. 9 REF.Conference Paper

THE MOVEMENT OF METALS APPLIED TO SOILS IN SEWAGE EFFLUENTBROWN KW; THOMAS JC; SLOWEY JF et al.1983; WATER, AIR, AND SOIL POLLUTION; ISSN 0049-6979; NLD; DA. 1983; VOL. 19; NO 1; PP. 43-54; BIBL. 29 REF.Article

CALCULATING CONSENT CONDITIONS TO ACHIEVE RIVER QUALITY OBJECTIVESWARN AE.1982; EFFL. WATER TREAT. J.; ISSN 0013-2217; GBR; DA. 1982; VOL. 22; NO 4; PP. 152-155; 3 P.; BIBL. 12 REF.Article

CONSTRUCTION, TOWING, LAYING AND BURIAL OF THE EFFLUENT DISPOSAL PIPELINE OFF KARWARNAYAK BU.1981; INDIAN CONFERENCE IN OCEAN ENGINEERING. 1/1981/MADRAS; IND; MADRAS: INDIAN INSTITUTE OF TECHNOLOGY; DA. 1981; PP. IV.9-IV.13; BIBL. 4 REF.Conference Paper

BUOYANT SURFACE JETSJIRKA GH; ADAMS EE; STOLZENBACH KD et al.1981; PROC. AM. SOC. CIV. ENG., J. HYDRAUL. DIV.; ISSN 0044-796X; USA; DA. 1981; VOL. 107; NO 11; PP. 1467-1487; BIBL. 45 REF.Article

OUTFALL SYSTEMS CAN ACHIEVE SAFE EFFLUENT LEVELSSORRELL FY.1980; WAT. WASTES ENGNG; USA; DA. 1980; VOL. 17; NO 3; PP. 30-36; (4 P.); BIBL. 7 REF.Article

"REGIONAL PLANNING FOR LAND DISPOSAL OF WASTE-WATER", BY R.E. MARKLAND, ET AL.2.KUHNER J; HARRINGTON JJ.1977; WAT. RESOURCES BULL.; U.S.A.; DA. 1977; VOL. 13; NO 4; PP. 847-852; BIBL. 15 REF.Article

DISTRIBUTION OF PLUTONIUM IN SOIL PARTICLE SIZE FRACTIONS OF LIQUID EFFLUENT RECEIVING AREAS AT LOS ALAMOSNYHAN JW; MIERA FR JR; PETERS RJ et al.1976; J. ENVIRONMENT. QUAL.; U.S.A.; DA. 1976; VOL. 5; NO 1; PP. 50-56; BIBL. 16 REF.Article

FESTSETZEN VON WASSERRECHTLICHEN GRENZWERTEN FUER ABWASSEREINLEITUNGEN = ETABLISSEMENT DE NORMES POUR LE REJET DES EAUX USEES EN ACCORD AVEC LE DROIT DES EAUXENGELHARDT D.1983; WASSER UND BODEN; ISSN 0043-0951; DEU; DA. 1983; VOL. 35; NO 5; PP. 204-208; ABS. ENGArticle

ACTIVE VERSUS PASSIVE WATER QUALITY MONITORING PROGRAMS FOR WASTEWATER DISCHARGESLEE GF; JONES RA.1983; JOURNAL - WATER POLLUTION CONTROL FEDERATION; ISSN 0043-1303; USA; DA. 1983; VOL. 55; NO 4; PP. 405-407; BIBL. 6 REF.Article

POLLUTION AND THE CHEMICAL TANKERHURFORD N.1982; CHEM. ENG.; ISSN 0302-0797; GBR; DA. 1982; NO 382; PP. 287-290Article

LIMITATIONS OF DEVICES TO IMPROVE DILUTION OF OCEAN OUTFALLSSHARP JJ.1978; INST. CIV. ENGRS, PROC.; GBR; DA. 1978; VOL. 65; PP. 935-940; BIBL. 14 REF.Article

EFFECTS OF SEWAGE EFFLUENT ON GROWTH OF ULVA LACTUCA.GUIST GG JR; HUMM HJ.1976; FLORIDA SCIENTIST; U.S.A.; DA. 1976; VOL. 39; NO 4; PP. 267-271; BIBL. 5 REF.Article

THE PREDICTION OF WASTE WATER DILUTION BY A LONG-TERM TRACER EXPERIMENT.KUOPPAMAKI R; MUURINEN A.1976; NORD. HYDROL.; DANM.; DA. 1976; VOL. 7; NO 4; PP. 231-244; BIBL. 10 REF.Article

PREDICTING AND ASSESSING THE IMPACT OF EFFLUENTS ON RECEIVING WATERSDELFINO JJ.1975; ENVIRONMENT. LETTERS; U.S.A.; DA. 1975; VOL. 10; NO 4; PP. 295-310; BIBL. 2 P. 1/2Article

THE DISTRIBUTION OF HEAVY METALS IN BOTTOM SEDIMENTS IN THE VICINITY OF THE ATHENS SEWAGE OUTFALLPAPACOSTIDIS G; GRIGGS GB; GRIMANIS AP et al.1975; IN: IIES. JOURN. ETUD. POLLUT. MAR. XXIVE. CONGR. ASSEM. PLENIERE CORN. LUTTE POLLUT. MAR. C.R. TRAV.; MONACO; 1974; MONACO; SECR. GEN. COMM. INT. EXPLOR. SCI. MER MEDITERR.; DA. 1975; PP. 193-195; BIBL. 2 REF.Conference Paper

COLUMNS REPRESENTING MOUND-TYPE DISPOSAL SYSTEMS FOR SEPTIC TANK EFFLUENT. II. NUTRIENT TRANSFORMATIONS AND BACTERIAL POPULATIONSMAGDOFF FR; KEENEY DR; BOUMA J et al.1974; J. ENVIRONMENT. QUAL.; U.S.A.; DA. 1974; VOL. 3; NO 3; PP. 228-234; BIBL. 15 REF.Article

DESIGN AND OPERATIONAL ASPECTS OF SCREENING INSTALLATIONS AT SEA OUTFALLS ON THE NORTHUMBRIAN COASTENO JM.1982; WATER POLLUT. CONTROL (MAIDSTONE); ISSN 0043-129X; GBR; DA. 1982; VOL. 81; NO 1; PP. 37-44; BIBL. 2 REF.Article

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