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1-4 of 4
Keywords: QUASI ROUGH
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Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (2): 439–453.
Published: 01 June 1978
...A KUMAR QUASI ROUGH ROUGHNESS MODELS PROFILES FLOW EXPRESSION RESISTANCE GRAINS EQUATIONS WALLS TRANSITIONAL PIPES SIMPLE LOGARITHMIC INFLUENCE EXPERIMENTAL ORIGINS CHARACTERISTICS NATURAL HYDRAULIC REGIMES FORMULATION TRANSVERSE MATHEMATICS VELOCITY ELEMENTS DATA...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (2): 508.
Published: 01 June 1978
...A KUMAR © Thomas Telford and ICE 1978 FLOW PIPES QUASI ROUGH CIRCULAR Corrigendurn How throughquasi-roughcircularpipes. A. Kumar. Publishedin Proc. lnsfn Civ. Engrs, Part 2,1976,61, Dec., 737-756. On page 744, in Table 2 the expression for for pipe 5 should be = exp 1-71(3.35-Rew)/1O...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (3): 715–720.
Published: 01 September 1977
...A KUMAR; REYNOLDS; DIH BARR; NIKURADSE STRATHCLYDE UNIVERSITY FLOW QUASI ROUGH FUNCTIONS REYNOLDS NUMBERS PIPES TRANSITION TIGHTNESS CURVES CIRCULAR CONTROL ROUGHNESS NUMBERS © Thomas Telford and ICE 1977 Proc. Instn Civ. Engrs, Part 2, 1977, 63,Sept., 715-120 7956...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (4): 737–756.
Published: 01 December 1976
...A KUMAR; COLEBROOK WHITE; J NIKURADSE FLOW PIPES PROFILES WALLS TURBULENT EXPERIMENTS EXPRESSION UNIFORM DESIGN FRICTION REGIMES FUNCTIONS QUASI ROUGH LOGARITHMIC FORMULATION ROUGHNESS SMOOTH DATA HEADS SURFACE NON UNIFORM TRANSITION FACTORS SAND MATHEMATICS GRAINS...
