Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("OVERFLOW")

Filter

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Language

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Origin

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 1513

  • Page / 61
Export

Selection :

  • and

ALMOST PERIOD P SEQUENCES AND THE ANALYSIS OF FORCED OVERFLOW OSCILLATIONS IN DIGITAL FILTERSSAMUELI H; WILLSON AN JR.1982; IEEE TRANS. CIRCUITS SYST.; ISSN 0098-4094; USA; DA. 1982; VOL. 29; NO 8; PP. 510-515; BIBL. 7 REF.Article

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

HASH TABLE COLLISIONS HANDLING ON STORAGE DEVICES WITH LATENCYSAMSON WB.1981; COMPUT. J.; ISSN 0010-4620; USA; DA. 1981; VOL. 24; NO 2; PP. 130-131; BIBL. 8 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

SATURATION ADDER SOLVES OVERFLOW PROBLEMS IN 2ND-ORDER FILTERSDRUMM DB.1980; ELECTRON. DESIGN; USA; DA. 1980; VOL. 28; NO 18; PP. 167-168; BIBL. 1 REF.Article

ULTRA-HIGH-RATE FILTRATION OF RAW AND COMBINED SEWER OVERFLOWSINNERFELD H; RUGGIERO D.1980; J. WATER POLLUT. CONTROL FED.; ISSN 0043-1303; USA; DA. 1980; VOL. 52; NO 12; PP. 2931-2946; BIBL. 1 REF.Article

SIZING DUAL-SUCTION RISERS IN LIQUID OVERFEED REFRIGERATION SYSTEMSMILLER DK.1979; CHEM. ENG. (N. Y.); ISSN 0009-2460; USA; DA. 1979; VOL. 86; NO 20; PP. 117-124; BIBL. 8 REF.Article

RECHERCHE DES CAUSES DE DEPASSEMENT DE LA PUISSANCE ELECTRIQUE INSTALLEE DANS UN ENSEMBLE INDUSTRIEL COMPLEXEQUAQAZEH ALI.1979; ; FRA; DA. 1979; 2-84 P.: ILL.; 30 CM; BIBL. 15 REF.; TH. 3E CYCLE: STAT. MATH., STAT.-ANAL. CORRESP./PARIS 6/1979Thesis

NATIONAL NEEDS FOR COMBINED SEWER OVERFLOW CONTROL.GIGGEY MD; SMITH WG.1978; PROC. AMER. SOC. CIV. ENGRS, J. ENVIRONMENT. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 2; PP. 351-366; BIBL. 10 REF.Article

THEORY OF COMPUTER ADDITION AND OVERFLOWS = THEORIE DE L'ADDITION D'UN CALCULATEUR ET DES DEPASSEMENTS DE CAPACITEGARNER HL.1978; I.E.E.E. TRANS. COMPUTERS; USA; DA. 1978; VOL. 27; NO 4; PP. 297-301; BIBL. 5 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

  • Page / 61