Free-surface Instability Correlations

Free-surface Instability Correlations PDF Author: H. J. Koloseus
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 112

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Free-surface Instability Correlations

Free-surface Instability Correlations PDF Author: H. J. Koloseus
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 112

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Free-surface Instability Correlations - Laboratory Studies of Open-channel Flow

Free-surface Instability Correlations - Laboratory Studies of Open-channel Flow PDF Author: Geological Survey (U.S.)
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Free-surface Instability Correlations and Roughness-concentration Effects on Flow Over Hydrodynamically Rough Surfaces

Free-surface Instability Correlations and Roughness-concentration Effects on Flow Over Hydrodynamically Rough Surfaces PDF Author: H. J. Koloseus
Publisher:
ISBN:
Category :
Languages : en
Pages : 93

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Free-surface Instability Correlations

Free-surface Instability Correlations PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Part 1: Freesurface Instability Correlations

Part 1: Freesurface Instability Correlations PDF Author: H. J. Kolosues
Publisher:
ISBN:
Category :
Languages : en
Pages : 72

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Geological Survey Water-supply Paper

Geological Survey Water-supply Paper PDF Author:
Publisher:
ISBN:
Category : Floods
Languages : en
Pages : 408

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Turbulent Flows

Turbulent Flows PDF Author: Jean Piquet
Publisher: Springer Science & Business Media
ISBN: 3662035596
Category : Technology & Engineering
Languages : en
Pages : 767

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obtained are still severely limited to low Reynolds numbers (about only one decade better than direct numerical simulations), and the interpretation of such calculations for complex, curved geometries is still unclear. It is evident that a lot of work (and a very significant increase in available computing power) is required before such methods can be adopted in daily's engineering practice. I hope to l"Cport on all these topics in a near future. The book is divided into six chapters, each· chapter in subchapters, sections and subsections. The first part is introduced by Chapter 1 which summarizes the equations of fluid mechanies, it is developed in C~apters 2 to 4 devoted to the construction of turbulence models. What has been called "engineering methods" is considered in Chapter 2 where the Reynolds averaged equations al"C established and the closure problem studied (§1-3). A first detailed study of homogeneous turbulent flows follows (§4). It includes a review of available experimental data and their modeling. The eddy viscosity concept is analyzed in §5 with the l"Csulting ~alar-transport equation models such as the famous K-e model. Reynolds stl"Css models (Chapter 4) require a preliminary consideration of two-point turbulence concepts which are developed in Chapter 3 devoted to homogeneous turbulence. We review the two-point moments of velocity fields and their spectral transforms (§ 1), their general dynamics (§2) with the particular case of homogeneous, isotropie turbulence (§3) whel"C the so-called Kolmogorov's assumptions are discussed at length.

Monthly Catalog of United States Government Publications

Monthly Catalog of United States Government Publications PDF Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages :

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Annotated Bibliography on Hydrology and Sedimentation, 1966-1968, United States and Canada

Annotated Bibliography on Hydrology and Sedimentation, 1966-1968, United States and Canada PDF Author: Engineering-Science, Inc
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 642

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Amplification Criterion of Gradually Varied, Single Peaked Waves

Amplification Criterion of Gradually Varied, Single Peaked Waves PDF Author: John Peter Jolly
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 60

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