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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 121 to 130 of 913 (0.021 seconds)Spelling suggestions: "subject:"pipe."" "subject:"ripe.""
| 121 |
Heat transfer to a fluid flowing turbulently in a smooth pipe with walls at constant temperatureHefner, Robert James 05 1900 (has links)
No description available.
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| 122 |
Momentum and heat transfer to a fluid flowing turbulently in a pipeHefner, Robert James 05 1900 (has links)
No description available.
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| 123 |
The effect of static and residual stresses on graphitic corrosionMeletis, Efstathios Ioannis 05 1900 (has links)
No description available.
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| 124 |
Vapor cavity formation in a pipe after valve closureHeath, William Estill 12 1900 (has links)
No description available.
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| 125 |
Measurement of pressure distribution around a circular cylinder on a plane wall in oscillatory flowJavaid, Muhammad Salik 08 1900 (has links)
No description available.
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| 126 |
Water hammer in pipelines caused by periodic operation of an upstream valueBeatty, David Alexander 12 1900 (has links)
No description available.
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| 127 |
Tunnelling in soils : movements and structuresTsutsumi, Mitsuo January 1983 (has links)
The present dissertation describes some of the ground movement problems associated with tunnelling in soft ground. A possible response of pipelines to such ground movements is also studied in the context of a case history of pipes lying parallel to a tunnel centre line. Analyses of tunnel excavation with and without lining installation, and of the pipe behaviour, have been performed by means of the finite element method. Four examples of analysis and their results are presented, with the main characteristics related the each being highlighted. Field observations of ground movements caused by tunnelling in soil have been gathered together and added to those presented by Peck (1969) and Attewell (1977) in order to attempt to define empirical relations that could describe a geometric form of settlement profile and to predict its magnitude. A three-dimensional finite element program has been written in order to carry out the style of analysis that two-dimensional models cannot accommodate. The isoparametric hexahedral rectangular element has been used in view of its facility in programming and discretising the medium of interest. The computer program has been developed to allow for different loading conditions and calculations to be carried out using linear material behaviour only. Features which have been considered in the tunnel-ground-pipes analyses include simulation of incremental construction. Because it was clearly impractical to model the entire system of interest by means of a single finite element mesh, an alternative analytical-numerical hybrid technique is described.
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| 128 |
The behaviour of air pockets in hydraulic structures with particular reference to dropshaft/tunnel bendsHimmo, S. K. M. January 1986 (has links)
No description available.
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| 129 |
Microbial involvement in type 1'1/â†2 pitting of copperAngell, Peter John January 1992 (has links)
No description available.
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| 130 |
The development and control of biofilm and planktonic communities in potable water distribution systemsMcMath, Sarah Michelle January 1998 (has links)
No description available.
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