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DESIGN OPTIMIZATION OF HYDRAULIC NETWORKS USING MIXED INTEGER LINEAR PROGRAMMINGCONRY TF; WERHANE JA.1982; JOURNAL OF MECHANICAL DESIGN; ISSN 0161-8458; USA; DA. 1982; VOL. 104; NO 4; PP. 837-843; BIBL. 15 REF.Article

OPTIMISATION DES CIRCUITS A CIRCULATION NATURELLE POUR DES LIMITATIONS DONNEES DES PARAMETRES DU CIRCUITPOPOV VG; FEDOROV LF.1980; TEPLOENERGETIKA (MOSKV., 1954); ISSN 0040-3636; SUN; DA. 1980; NO 9; PP. 46-49Article

FREQUENCY RESPONSE AND DYNAMIC BEHAVIOUR OF CANAL NETWORKS WITH SELF-LEVELLING GATESCORRIGA G; SANNA S; USAI G et al.1980; APPL. MATH. MODELLG; GBR; DA. 1980; VOL. 4; NO 2; PP. 125-129; BIBL. 6 REF.Article

NONLINEAR FLOW ANALYSIS IN PIPE NETWORKSOHTMER O.1983; INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING; ISSN 0029-5981; GBR; DA. 1983; VOL. 19; NO 3; PP. 373-392; BIBL. 10 REF.Article

ACOUSTIC LOADING IN PLANAR NETWORKSEL RAHEB M; WAGNER P.1983; J. SOUND VIB.; ISSN 0022-460X; GBR; DA. 1983; VOL. 88; NO 2; PP. 151-162; BIBL. 8 REF.Article

ZUR BERECHNUNG INSTATIONAERER WASSERBEWEGUNGEN IN VERZWEIGTEN FLUSSNETZEN MIT EINEM IMPLIZITEN DIFFERENZENVERFAHREN = CALCUL DES MOUVEMENTS INSTATIONNAIRES DE L'EAU DANS DES RESEAUX RAMIFIES AVEC UN SCHEMA DE DIFFERENCES IMPLICITENGO TRONG THUAN; DYCK S.1980; ACTA HYDROPHYS. (BERL.); ISSN 0065-1338; DDR; DA. 1980; VOL. 25; NO 3; PP. 269-279; ABS. ENG; BIBL. 7 REF.Article

NETZMESSUNG - BESTIMMUNG DES DURCHFLUSSES IN GROSSEN KREISROHR- UND RECHTECKQUERSCHNITTEN = NETWORK MEASUREMENT. DETERMINATION OF FLOW RATE IN LARGE CIRCULAR AND RECTANGULAR CHANNELS = MESURES PAR RESEAUX. DETERMINATION DU DEBIT DANS LES CANALISATIONS CIRCULAIRES ET RECTANGULAIRES DE GRANDE SECTIONSCHMALFUSS HG.1980; VDI-BER.; ISSN 0083-5560; DEU; DA. 1980; NO 375; PP. 25-28Article

MOUVEMENT INSTATIONNAIRE DE GAZ DANS DES SYSTEMES DE TUBES CIRCULAIRESNIKOLOV G.1981; TEOR. PRILOZ. MEH.; ISSN 0204-6148; BGR; DA. 1981; VOL. 10; NO 2; PP. 44-48; BIBL. 5 REF.Article

A NEW APPROACH TO FULLY GRAPHICAL (DIMENSIONAL) SOLUTION OF THE COLEBROOK-WHITE FUNCTION.BARR DIH.1978; J. INSTIT. WAT. ENGRS SCIENTISTS; G.B.; DA. 1978; VOL. 32; NO 1; PP. 19-30; BIBL. 14 REF.Article

PIPE-NET METERNANDANA VITTAL; KHANINDRA KUMAR DUTTA.1979; MEASUREMENT OF FLOW. IMEKO SYMPOSIUM ON FLOW MEASUREMENT AND CONTROL IN INDUSTRY/1979/TOKYO; JPN; S.L.: THE SOCIETY OF INSTRUMENT AND CONTROL ENGINEERS; DA. 1979; PP. 263-267; BIBL. 2 REF.Conference Paper

UNELE PROBLEME PRIVIND DETERMINAREA PIERDERILOR LOCALE DE SARCINA IN INSTALATII = QUELQUES PROBLEMES LIES A LA DETERMINATION DES PERTES EN TETE DANS LES INSTALLATIONSIAMANDI C; DAMIAN R; SANDU L et al.1977; INST. CONSTR. BUCURESTI, BUL. STI; ROM; DA. 1977; VOL. 20; NO 1-2; PP. 99-104; ABS. RUS/ENG; BIBL. 4 REF.Article

LIMITS OF SIMPLIFICATION OF STRONGLY LOOPED PIPE NETWORKS IN WATERHAMMER ANALYSISFUEZY O; KULLMANN L.1980; INTERNATIONAL CONFERENCE ON PRESSURE SURGES. 3/1980/CANTERBURY; GBR; CRANFIELD: BHRA FLUID ENGINEERING; DA. 1980; VOL. 1; PP. 87-96; BIBL. 5 REF.Conference Paper

RESONANCE AND TRANSIENT RESPONSE OF PRESSURIZED COMPLEX PIPE SYSTEMSMUTO T; KANEI T.1980; BULL. JSME; ISSN 0021-3764; JPN; DA. 1980; VOL. 23; NO 184; PP. 1610-1617; BIBL. 8 REF.Article

COMPUTATION OF TRANSIENT FLOWS IN PIPELINESCZIBERE T; KALMAR L; TOLVAJ B et al.1979; CONFERENCE ON FLUID MACHINERY. 6/1979/BUDAPEST; HUN; BUDAPEST: AKAD. KIADO; DA. 1979; VOL. 1; PP. 270-279; BIBL. 4 REF.Conference Paper

RELIABILITY OF ALGORITHMS FOR PIPE NETWORK ANALYSIS = FIABILITE DES ALGORITHMES POUR L'ANALYSE DE RESEAU DE CANALISATIONWOOD DJ; RAYES AG.1981; PROC. AM. SOC. CIV. ENG., J. HYDRAUL. DIV.; ISSN 0044-796X; USA; DA. 1981; VOL. 107; NO 10; PP. 1145-1161; BIBL. 18 REF.Article

CALCUL DES ECOULEMENTS NON PERMANENTS DE LIQUIDES VISQUEUX DANS DES SYSTEMES DE CONDUITES COMPLEXESZEL'DINA EH A.1980; IZVEST. VYSSH. UCHEBN. ZAVED., AVIAC. TEKH.; SUN; DA. 1980; NO 1; PP. 47-53; BIBL. 6 REF.Article

UNE METHODE MATRICIELLE DE LA MECANIQUE DES FLUIDES DANS L'ECOULEMENT OSCILLATOIRE DANS LES RESEAUX DE CONDUITESZYMAK V.1976; STROJN. CAS.; CESKOSL.; DA. 1976; VOL. 27; NO 6; PP. 649-665; ABS. ANGL. RUSSE; BIBL. 1 P.Article

Pipeflow analysisSTEPHENSON, D.Developments in water science. 1984, Vol 19, issn 0167-5648, IX-204 pSerial Issue

The microcomputer and pipeline transientsWYLIE, E. B.Journal of hydraulic engineering. 1983, Vol 109, Num 12, pp 1723-1739Article

Zustandsuntersuchungen von Fernwärmeleitungen in Ostdeutschland = Examination of the condition of district heating lines in Eastern GermanySURA, W.Euroheat & power. 1995, Vol 24, Num 7-8, pp 354-359, issn 0949-166X, 4 p.Article

New numerical model and technique for water-hammerSHIMADA, M; OKUSHIMA, S.Journal of hydraulic engineering (New York, N.Y.). 1984, Vol 110, Num 6, pp 736-748, issn 0733-9429Article

Fitting out the pipe designer's toolkitBASTA, N.Chemical engineering (New York, NY). 1996, Vol 103, Num 6, pp 155-158, issn 0009-2460Article

Simulation of transient gas flows in networksOSIADACZ, A.International journal for numerical methods in fluids. 1984, Vol 4, Num 1, pp 13-24, issn 0271-2091Article

CREEPING FLOW IN TWO-DIMENSIONAL NETWORKSKOPLIK J.1982; J. FLUID MECH.; ISSN 0022-1120; GBR; DA. 1982; VOL. 119; PP. 219-247; BIBL. 18 REF.Article

SLURRY FLOW IN PIPE NETWORKSWOOD DJ.1980; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 57-70; BIBL. 5 REF.Article

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