SEWAGE PUMPING STATION DESIGNSTAPLES KD.1972; WAT. POLLUT. CONTROL; G.B.; DA. 1972; VOL. 71; NO 6; PP. 646-653Serial Issue

CONSTRUCTION ASPECTS OF OUTFALL DESIGN FOR GREATER ATHENS = CONSTRUCTION D'UN EGOUT POUR ATHENES ET SA BANLIEUESTAPLES KD; GUILFOYLE JJ.1980; PROG. WATER TECHNOL.; ISSN 0306-6746; USA; DA. 1980; VOL. 12; NO 1; PP. 245-261; BIBL. 5 REF.; 1 TAB. ; ESQUISSE/ILL./TABL.Conference Paper

THE TYNESIDE SEWERAGE SCHEMENORGROVE WB; STAPLES KD.1976; J. INSTIT. WAT. ENGRS SCIENTISTS; G.B.; DA. 1976; VOL. 30; NO 1; PP. 9-34; BIBL. 5 REF.Article

A STUDY OF LIQUID WASTES DISPOSAL FOR METROPOLITAN ATHEUS AND PIRAEUSOAKLEY HR; STAPLES KD; MYERS SD et al.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980; VOL. 68; NO 1; PP. 169-198; BIBL. 4 REF.Article

INDUSTRIAL EFFLUENT TREATMENT AT SEWAGE-TREATMENT WORKS: THE TADCASTER EXPERIENCETIDSWELL MA; HUDSON JA; STAPLES KD et al.1983; WATER POLLUTION CONTROL (MAIDSTONE); ISSN 0043-129X; GBR; DA. 1983; VOL. 82; NO 2; PP. 227-242; BIBL. 4 REF.Article