Книги з теми "Coefficient of resistance"

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1

Zaharioudakis, Nikolaos I. An investigation of performance of aggregate mixtures by measuring their skid-resistance and coefficient of friction. [London]: Queen Mary and Westfield College, 1998.

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2

Miyoshi, Kazuhisa. Wear-resistant, self-lubricating surfaces of diamond coatings. [Washington, DC]: National Aeronautics and Space Administration, 1995.

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3

Miyoshi, Kazuhisa. Wear-resistant, self-lubricating surfaces of diamond coatings. [Washington, DC]: National Aeronautics and Space Administration, 1995.

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4

Miyoshi, Kazuhisa. Wear-resistant, self-lubricating surfaces of diamond coatings. [Washington, DC]: National Aeronautics and Space Administration, 1995.

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5

Miyoshi, Kazuhisa. Wear-resistant, self-lubricating surfaces of diamond coatings. [Washington, DC]: National Aeronautics and Space Administration, 1995.

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6

Miyoshi, Kazuhisa. Surface design and engineering toward wear-resistant, self-lubricant diamond films and coatings. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 1999.

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7

Miyoshi, Kazuhisa. Surface design and engineering toward wear-resistant, self-lubricant diamond films and coatings. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 1999.

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8

Miyoshi, Kazuhisa. Surface design and engineering toward wear-resistant, self-lubricating diamond films and coatings. [Cleveland, Ohio]: National Aeronautics and Space Administration, Lewis Research Center, 1999.

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9

Miyoshi, Kazuhisa. Surface design and engineering toward wear-resistant, self-lubricating diamond films and coatings. [Cleveland, Ohio]: National Aeronautics and Space Administration, Lewis Research Center, 1999.

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10

Miyoshi, Kazuhisa. Friction and wear of ion-beam-deposited diamondlike carbon on chemical-vapor-deposited, fine-grain diamond. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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11

Miyoshi, Kazuhisa. Friction and wear of ion-beam-deposited diamondlike carbon on chemical-vapor-deposited, fine-grain diamond. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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12

Miyoshi, Kazuhisa. Surface chemistry, friction, and wear properties of untreated and laser-annealed surfaces of pulsed-laser-deposited WS₂ coatings. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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13

Miyoshi, Kazuhisa. Friction and wear of ion-beam-deposited diamondlike carbon on chemical-vapor-deposited, fine-grain diamond. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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14

Miyoshi, Kazuhisa. Surface chemistry, friction, and wear properties of untreated and laser-annealed surfaces of pulsed-laser-deposited WS₂ coatings. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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15

Miyoshi, Kazuhisa. Friction and wear of ion-beam-deposited diamondlike carbon on chemical-vapor-deposited, fine-grain diamond. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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16

Coon, William F. Estimation of roughness coefficients for natural stream channels with vegetated banks. Denver, CO: U.S. Geological Survey, 1998.

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17

Arcement, George J. Guide for selecting Manning's roughness coefficients for natural channels and flood plains. Washington, DC: Dept. of the Interior, 1989.

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18

O'Day, C. M. Computed roughness coefficients for Skunk Creek above Interstate 17, Maricopa County, Arizona. Tucson, Ariz: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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19

Arcement, George J. Guide for selecting Manning's roughness coefficients for natural channels and flood plains. Washington: U.S. G.P.O., 1989.

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20

O'Day, C. M. Computed roughness coefficients for Skunk Creek above Interstate 17, Maricopa County, Arizona. Tucson, Ariz: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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21

O'Day, C. M. Computed roughness coefficients for Skunk Creek above Interstate 17, Maricopa County, Arizona. Tucson, Ariz: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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22

Fietz, T. R. A note on selection of resistance coefficients for empirical pipe flow of formulas. Manly Vale, N.S.W: University of New South Wales, Water Research Laboratory, 1986.

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23

Phillips, Jeff V. Verification of roughness coefficients for selected natural and constructed stream channels in Arizona. Washington, DC: U.S. G.P.O., 1998.

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24

Coon, William F. Estimates of roughness coefficients for selected natural stream channels with vegetated banks in New York. Ithaca, N.Y: U.S. Geological Survey, 1995.

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25

Coon, William F. Estimates of roughness coefficients for selected natural stream channels with vegetated banks in New York. Ithaca, N.Y: U.S. Dept. of the Interior, U.S. Geological Survey, 1995.

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26

Coon, William F. Estimation of roughness coefficients for natural stream channels with vegetated banks. [Reston, Va.]: U.S. Geological Survey, 1998.

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27

Hicks, D. M. Roughness characteristics of New Zealand Rivers: A handbook for assigning hydraulic roughness coefficients to river reaches by the "visual comparison" approach. Wellington, N.Z: Water Resources Survey, 1991.

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28

Hicks, D. M. Roughness characteristics of New Zealand Rivers: A handbook for assigning hydraulic roughness coefficients to river reaches by the "visual comparison" approach. Wellington, N.Z: Water Resources Survey, 1998.

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29

Yudaev, Vasiliy. Hydraulics. ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/996354.

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Анотація:
The textbook corresponds to the general education programs of the general courses "Hydraulics" and "Fluid Mechanics". The basic physical properties of liquids, gases, and their mixtures, including the quantum nature of viscosity in a liquid, are described; the laws of hydrostatics, their observation in natural phenomena, and their application in engineering are described. The fundamentals of the kinematics and dynamics of an incompressible fluid are given; original examples of the application of the Bernoulli equation are given. The modes of fluid motion are supplemented by the features of the transient flow mode at high local resistances. The basics of flow similarity are shown. Laminar and turbulent modes of motion in pipes are described, and the classification of flows from a creeping current to four types of hypersonic flow around the body is given. The coefficients of nonuniformity of momentum and kinetic energy for several flows of Newtonian and non-Newtonian fluids are calculated. Examples of solving problems of transient flows by hydraulic methods are given. Local hydraulic resistances, their use in measuring equipment and industry, hydraulic shock, polytropic flow of gas in the pipe and its outflow from the tank are considered. The characteristics of different types of pumps, their advantages and disadvantages, and ways of adjustment are described. A brief biography of the scientists mentioned in the textbook is given, and their contribution to the development of the theory of hydroaeromechanics is shown. The four appendices can be used as a reference to the main text, as well as a subject index. Meets the requirements of the federal state educational standards of higher education of the latest generation. For students of higher educational institutions who study full-time, part-time, evening, distance learning forms of technological and mechanical specialties belonging to the group "Food Technology".
30

B, Oswald Fred, Townsend Dennis P, and United States. National Aeronautics and Space Administration., eds. Measurement of gear tooth dynamic friction. [Washington, DC]: National Aeronautics and Space Administration, 1996.

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31

K, Varga L., and Magyar Tudományos Akadémia. Központi Fizikai Kutató Intézet., eds. Effect of metalloid content on the electrical resistivity properties of iron-metalloid type metallic glasses. Budapest: Hungarian Academy of Sciences, Central Research Institute for Physics, 1985.

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32

Southwest Florida Water Management District and Geological Survey (U.S.), eds. Determination of roughness coefficients for streams in west-central Florida. Tampa, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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33

Dussaule, Jean-Claude, Martin Flamant, and Christos Chatziantoniou. Function of the normal glomerulus. Edited by Neil Turner. Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780199592548.003.0044_update_001.

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Glomerular filtration, the first step leading to the formation of primitive urine, is a passive phenomenon. The composition of this primitive urine is the consequence of the ultrafiltration of plasma depending on renal blood flow, on hydrostatic pressure of glomerular capillary, and on glomerular coefficient of ultrafiltration. Glomerular filtration rate (GFR) can be precisely measured by the calculation of the clearance of freely filtrated exogenous substances that are neither metabolized nor reabsorbed nor secreted by tubules: its mean value is 125 mL/min/1.73 m² in men and 110 mL/min/1.73 m² in women, which represents 20% of renal blood flow. In clinical practice, estimates of GFR are obtained by the measurement of creatininaemia followed by the application of various equations (MDRD or CKD-EPI) and more recently by the measurement of plasmatic C-cystatin. Under physiological conditions, GFR is a stable parameter that is regulated by the intrinsic vascular and tubular autoregulation, by the balance between paracrine and endocrine agents acting as vasoconstrictors and vasodilators, and by the effects of renal sympathetic nerves. The mechanisms controlling GFR regulation are complex. This is due to the variety of vasoactive agents and their targets, and multiple interactions between them. Nevertheless, the relative stability of GFR during important variations of systemic haemodynamics and volaemia is due to three major operating mechanisms: autoregulation of the afferent arteriolar resistance, local synthesis and action of angiotensin II, and the sensitivity of renal resistance vessels to respond to NO release.
34

Kuruvilla, Santosh Jacob. A study of building coefficients used in earthquake resistant design. 1987.

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35

Coon, William F. 'Estimation of Roughness Coefficients for Natural Stream Channels With Vegetated Banks (U.S. Geological Survey Water Supply Paper ; 2441)'. For sale by the U.S. Geological Survey, Information Services, 1995.

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36

The main objective of this project is to be produce copper reinforced metal matrix composite (MMC) layers using micron sized AlN particles via friction stir processing (FSP) in order to enhance surface mechanical properties. Micro structural evaluation using Optical Microscopy (OM) and Scanning Electron Microscopy (SEM) indicated that an increase in traverse speed and a decrease in rotational speed cause a reduction in the grain size of different groove width (0,0.4,0.8,1.2 mm) of stir zone (SZ) for the specimens friction stir processed (FSPed) without AlN particles. It was found that upon addition of AlN particles, wear properties were improved. This behavior was further supported by SEM images of wear surfaces. Results demonstrated that the micro composite produced by FSP exhibited enhanced wear resistance and higher average friction coefficient in comparison with pure copper. Tensile properties and fracture characteristics of the specimens FSPed with and without AlN particles and pure copper were also evaluated. According to the results, the MMC layer produced by FSP showed higher strength and lower elongation than pure copper while a remarkable elongation was observed for FSPed specimen without AlN particles and been greatly developed by the use of AlN. Association of Scientists, Developers and Faculties, 2016.

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