Applying hypothesis of self-similarity for flow-resistance law of small-diameter plastic pipes

Journal of Irrigation and Drainage Engineering

Volumn 123, Issue 3, 1997, Pages 175-179

  Ferro, Vito ^a  

^a UNIVERSITY MEDITERRANEA OF REGGIO CALABRIA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; PIPE FLOW; PLASTIC PIPE; PRESSURE DROP; REYNOLDS NUMBER;

FLOW RESISTANCE; INCOMPLETE SELF SIMILARITY HYPOTHESIS;

FLUID STRUCTURE INTERACTION;

FLOW RESISTANCE; MODELLING-MATHEMATICAL; PIPES-PLASTIC;

EID: 0031148424     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(1997)123:3(175)     Document Type: Article

References (8)

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2. Barenblatt, G. I. (1979). Similarity, self-similarity and intermediate asymptotics. Consultants Bureau, New York, N.Y.
3. Barenblatt, G. I. (1987). Dimensional analysis. Gordon & Breach, Science Publishers Inc., Amsterdam, The Netherlands.
4. Barenblatt, G. I. (1991). "On the scaling laws (incomplete self-similarity with respect to Reynolds numbers) for the developed turbulent flows in tubes." C.R. Acad. Sci. Paris, 313, Ser. II, 307-312.
5. Butera, L., Ridolfi, L., and Sordo, S. (1993). "On the hypothesis of self-similarity for the velocity distribution in turbulent flows." Excerpta, 8, 63-94.
6. Castaing, B., Gagne, Y., and Hopfinger, E. J. (1990). "Velocity probability density functions of high Reynolds number turbulence." Phisica, D 46, 177-200.
7. Ridolfi, L. (1992). "Sull'autosimilitudine incompleta per la legge di distribuzione di velocità in correnti turbulente." Proc., XXIII Convegno di Idraulica e Costruzioni Idrauliche, 175-191 (in Italian).
8. Tennekes, H. (1968). "Outline of a second-order theory of turbulent pipe flow." AIAA J., 6, 1735-1740.