au.\*:("BARR DIH")
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THE TRANSITION FROM LAMINAR TO TURBULENT FLOWBARR DIH.1980; INST. CIV. ENGRS, PROC.; GBR; DA. 1980; VOL. 69; PP. 555-562; BIBL. 10 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
SOME SOLUTION PROCEDURES FOR THE COLEBROOK-WHITE FUNCTION.BARR DIH.1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 12; PP. 31-37; BIBL. 15 REF.Article
AUXILIARY SCALES FOR THE RESISTANCE DIAGRAMBARR DIH.1981; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1981; VOL. 33; NO 2; PP. 27-30; BIBL. 22 REF.Article
OSBORNE REYNOLDS' TURBULENT FLOW RESISTANCE FORMULAE = FORMULE DE RESISTANCE A L'ECOULEMENT TURBULENT DE OSBORNE REYNOLDSBARR DIH.1979; INSTIT. CIV. ENGRS, PROC.; USA; DA. 1979; VOL. 67; NO 3; PP. 743-750; BIBL. 12 REF.Article
NUMERICAL SIMULATION OF DAM-BURST AND REFLECTIONS, WITH VERIFICATION AGAINST LABORATORY DATA = SIMULATION NUMERIQUE D'UNE RUPTURE DE BARRAGE ET DES ONDES DE REFLEXIONS AVEC CONFRONTATION DES DONNEES EXPERIMENTALESBARR DIH; DAS MM.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980; VOL. 69; JUNE, PART. 2; PP. 359-373; BIBL. 20 REF.Article
SIMILITUDE THEORY APPLIED TO CORRELATION OF FLUME SEDIMENT TRANSPORT DATA.BARR DIH; HERBERSTON JG.1968; WAT. RESOURCES RES.; USA; 1968(4), VOL. 4, NUM. 0002, P. 307 A 315Miscellaneous
A CONTRIBUTION TO REGIME THEORY RELATING PRINCIPALLY TO CHANNEL GEOMETRYBARR DIH; ALAM MK; NISHAT A et al.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980-09; VOL. 69; PART. 2; PP. 651-679; BIBL. 21 REF.Article