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Hydraulic investigations of rubble drains
Conclusions 1. The applicability of the model of the seepage passages to a description of the flow of water in coarse-granular materials for any seepage flow regime was substantiated theoretically and experimentally. 2. On the basis of the two-term formula of resistance, for seepage in coarse-grained materials we obtained relations for calculating rubble drains for laminar, transition, and turbulent flow regimes in them.
Hydraulic investigations of rubble drains
Conclusions 1. The applicability of the model of the seepage passages to a description of the flow of water in coarse-granular materials for any seepage flow regime was substantiated theoretically and experimentally. 2. On the basis of the two-term formula of resistance, for seepage in coarse-grained materials we obtained relations for calculating rubble drains for laminar, transition, and turbulent flow regimes in them.
Hydraulic investigations of rubble drains
Shtykov, V. I. (Autor:in) / Gordienko, S. G. (Autor:in)
Hydrotechnical Construction ; 21 ; 497-498
01.08.1987
2 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Hydraulic investigations of rubble drains
Online Contents | 1987
|Engineering Index Backfile | 1968
|British Library Online Contents | 2016