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CIRCULATION AND WATER MASSES IN THE FAROESE CHANNELS DURING OVERFLOW '73DOOLEY HD; MEINCKE J.1981; DTSCH. HYDROGR. Z.; ISSN 0012-0308; DEU; DA. 1981; VOL. 34; NO 2; PP. 42-55; ABS. GER/ENG; BIBL. 20 REF.Article

AN AUTOSCALE RESIDUE MULTIPLIERTAYLOR FJ; HUANG CH.1982; IEEE TRANS. COMPUT.; ISSN 0018-9340; USA; DA. 1982; VOL. 31; NO 4; PP. 321-325; BIBL. 6 REF.Article

A COMPUTER-CONTROLLED STRATEGY FOR AN OPEN-CHANNEL WASTE-WASTER SYSTEMRENNICKE K; POLAK EB.1979; J.A.; BEL; DA. 1979; VOL. 20; NO 1; PP. 14-21; BIBL. 2 REF.Article

A PORTABLE FORTRAN PROGRAM TO FIND THE EUCLIDEAN NORM OF A VECTORBLUE JL.1978; A.C.M. TRANS. MATH. SOFTWARE; USA; DA. 1978; VOL. 4; NO 1; PP. 15-23; BIBL. 8 REF.Article

CRITERIA FOR DETERMINING IF A HIGH-ORDER DIGITAL FILTER USING SATURATION ARITHMETIC IS FREE OF OVERFLOW OSCILLATIONS.MITRA D.1977; BELL. SYST. TECH. J.; U.S.A.; DA. 1977; VOL. 56; NO 9; PP. 1679-1699; BIBL. 24 REF.Article

DAUERLINIEN DER REGENSPENDE. = COURBE DE DUREE DES DEBITS DE PLUIE. AIDE POUR DETERMINER LA DUREE DE TROP-PLEIN DES INSTALLATIONS DE DECHARGE (EXEMPLE DE HAMBURG)SIFALDA V.1977; GAS- U. WASSERFACH, WASSER ABWASSER; DTSCH.; DA. 1977; VOL. 118; NO 2; PP. 63-68; BIBL. 7 REF.Article

Differences in Cross Modulation of Physiological Tremor in Pianists and NonmusiciansCHEN, Yi-Ching; YANG, Zong-Ru; HSU, Meng-Lin et al.Medicine and science in sports and exercise. 2011, Vol 43, Num 9, pp 1707-1715, issn 0195-9131, 9 p.Article

BOUNDS ON BUFFER OVERFLOW PROBABILITIES IN COMMUNICATION SYSTEMSGEIHS K; KOBAYASHI H.1982; PERFORMANCE EVALUATION; ISSN 0166-5316; NLD; DA. 1982; VOL. 2; NO 3; PP. 149-160; BIBL. 16 REF.Article

COMBINED SEWER OVERFLOW QUALITY FROM TREATMENT PLANT DATAMUELLER JA; ANDERSON AR.1979; J., WAT. POLLUT. CONTROL FEDER.; USA; DA. 1979; VOL. 51; NO 5; PP. 958-973; BIBL. 14 REF.Article

PAIRED SEQUENTIAL LISTS IN A MEMORY INTERVALFRAENKEL AS.1979; INFORM. PROCESSG LETTERS; NLD; DA. 1979; VOL. 8; NO 1; PP. 9-10; BIBL. 2 REF.Article

CALCULATING OVERFLOWS FROM COMBINED SEWER SYSTEMSLARSON KE.1979; PROC. AMER. SOC. CIV. ENGRS, J. ENVIRONMENT. ENGNG DIV.; USA; DA. 1979; VOL. 105; NO 5; PP. 829-842; BIBL. 13 REF.Article

Analysis of overflow handling for variable length recordsCHRISTODOULAKIS, S; MANOLOPOULOS, Y; LARSON, P.-A et al.Information systems (Oxford). 1989, Vol 14, Num 2, pp 151-162, issn 0306-4379Article

ENTWICKLUNG EINER GEEIGNETEN SIELZUGFORMEL ZUR BERECHNUNG VON SIELZUGMENGEN = DEVELOPPEMENT D'UNE FORMULE ADEQUATE RELATIVE AU TIRAGE DES VANNES POUR CALCULER LE VOLUME DE TIRAGEMEYER W.1983; WASSER UND BODEN; ISSN 0043-0951; DEU; DA. 1983; VOL. 3; PP. 124-126; ABS. ENG; BIBL. 7 REF.Article

COMPUTER HALTS FLOODING COMPLAINTS.ANDERSON DJ; MEYERS RO.1976; WAT. WASTES ENGNG; U.S.A.; DA. 1976; VOL. 13; NO 6; PP. 27-44 (6P.)Article

Bottling up the overflowsYOUNG, Mark; STUER, Michael; SCHWARTZ, Tom et al.Water environment & technology. 2011, Vol 23, Num 10, pp 32-35, issn 1044-9493, 4 p.Article

MORE THAN OVERFLOW MANAGEMENTSMANSON, Gary; MARENGO, Brian; HEINEMANN, Tom et al.Water environment & technology. 2009, Vol 21, Num 11, pp 40-44, issn 1044-9493, 5 p.Article

Promotions for further improvements in multiple downcomer tray performanceLINGYU ZHU; XIAOMEI YU; KEJIAN YAO et al.Industrial & engineering chemistry research. 2004, Vol 43, Num 20, pp 6484-6489, issn 0888-5885, 6 p.Article

Preventing Sewer Blowouts during High-Velocity Jet Cleaning OperationsHOFFMAN, Daniel E; BUCHBERGER, Steven G; FLANDERS, Michael U et al.Journal of infrastructure systems. 2010, Vol 16, Num 4, pp 273-281, issn 1076-0342, 9 p.Article

UBERLAUFDEICHE UNTER EXTREMBELASTUNG = DIGUES DE TROP PLEIN SANS CONDITIONS LIMITESBAUMGARTEN J; THIES HH.1983; WASSER UND BODEN; ISSN 0043-0951; DEU; DA. 1983; VOL. 35; NO 3; PP. 116-123; 4 P.; ABS. ENG; BIBL. 5 REF.Article

SOFTWARE RECONSTRUCTION OF AVERAGED WAVE FORMS DISTORTED BY INSUFFICIENT NUMBER OF BITS IN THE AVERAGERSVOBODA P; KREKULE I.1982; ELECTROENCEPHALOGRAPHY AND CLINICAL NEUROPHYSIOLOGY; ISSN 0013-4694; NLD; DA. 1982; VOL. 54; NO 6; PP. 714-715; ABS. FRE; BIBL. 1 REF.Article

THE SHAFT OVERFLOW: A STORM SEWAGE OVERFLOW DEVICE APPROPRIATE TO DIFFERENTIAL HEAD APPLICATIONSBURROWS R; ALI KHM.1982; CHART. MUNIC. ENG. (1974); ISSN 0309-6017; GBR; DA. 1982; VOL. 109; NO 6; PP. 143-148; BIBL. 6 REF.Article

IN WHAT WAY IS WATER POLLUTION INFLUENCED BY SEWERAGE SYSTEMS.WIGGERS JBM; BAKKER K.1978; BULL. SCI. HYDROL.; USA; DA. 1978; VOL. 23; NO 2; FRE; PP. 257-266; BIBL. 3 REF.Article

Results of field investigations into the impact of intermittent sewage discharges on the microbiological quality of wild mussels (Mytilus edulis) in a tidal estuaryKAY, David; KERSHAW, Simon; LEE, Ron et al.Water research (Oxford). 2008, Vol 42, Num 12, pp 3033-3046, issn 0043-1354, 14 p.Article

SINGLE P/C UNIT REMOVAL OF NUTRIENTS FROM COMBINED SEWER OVERFLOWS.MURPHY CB JR; HRYCYK O; GLEASON WT et al.1977; J., WAT. POLLUT. CONTROL FEDER.; U.S.A.; DA. 1977; VOL. 49; NO 2; PP. 245-255; ABS. FR. ALLEM. PORT. ESP.; BIBL. 7 REF.Article

EFFECTS OF QUANTIZATION AND OVERFLOW IN RECURSIVE DIGITAL FILTERS.CLAASEN TACM; MECKLENBRAUKER WFG; PEEK JBH et al.1976; I.E.E.E. TRANS. ACOUST. SPEECH SIGNAL PROCESSG; U.S.A.; DA. 1976; VOL. 24; NO 6; PP. 517-529; BIBL. 2 P.Article

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