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1

Users guide to physical modelling and experimentation: Experience of the HYDRALAB network. Leiden, The Netherlands: CRC Press/Balkema, 2011.

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2

Chang ju li diao shui gong cheng qu dao shu shui kong zhi ji shu xue mo xing: Yuan li - ying yong - fang zhen. Beijing Shi: Zhongguo shui li shui dian chu ban she, 2010.

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3

Maynord, Stephen T. Selective withdrawal riser for Cave Run Lake. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

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4

Benson, Howard A. Mississippi River passes physical model study.: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

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5

Maynord, Stephen T. General spillway investigation: Hydraulic model investigation. Washington, DC: Dept. of the Army, US Army Corps of Engineers, 1985.

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6

Brahme, Shashikant B. Hydraulic model studies for suction cutterheads. College Station, Tex: Sea Grant College Program, Texas A & M University, 1987.

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7

Maynord, Stephen T. General spillway investigation: Hydraulic model investigation. Wasington, DC: Dept. of the Army, US Army Corps of Engineers, 1985.

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8

Congress, International Association for Hydraulic Research. HYDRA 2000. London: Telford, 1995.

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9

Proceedings of the XXVIth Congress of the International Association for Hydraulic Research, London, 11-15 September 1995. London: T.Telford, 1995.

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10

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

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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".
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11

Granat, Mitchell A. Reverification of the Chesapeake Bay model: Chesapeake Bay hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1985.

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12

Franciss, F. O. Fractured rock hydraulics. Boca Raton: CRC Press, 2010.

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13

Franciss, F. O. Fractured rock hydraulics. Boca Raton: CRC Press, 2010.

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14

Vreugdenhil, Cornelis Boudewijn. Computational hydraulics: An introduction. Berlin: Springer-Verlag, 1989.

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15

Pugh, C. A. Hydraulic model studies of fuse plug embankments. Denver, Colo: Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1985.

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16

Fractured rock hydraulics. Boca Raton: CRC Press, 2010.

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17

Dodge, R. A. Model study of Roosevelt Diversion Weir. Denver, Colo: Hydraulics Branch, Resesarch and Laboratory Services Division, Denver Office, U.S. Dept. of Interior, Bureau of Reclamation, 1989.

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18

Markle, Dennis G. Crescent City instrumented model dolos study: Coastal model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1992.

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19

Hartmann, Holly C. An evaluation of Great Lakes hydraulic routing models. Ann Arbor, Mich: U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, Environmental Research Laboratories, Great Lakes Environmental Research Laboratory, 1987.

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20

Cooper, Deborah R. Lift gate for Lockport Lock, Illinois Waterway: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1987.

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21

Shen, Hsieh Wen. Movable Bed Physical Models. Dordrecht: Springer Netherlands, 1990.

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22

Kovarik, Karel. Numerical Models in Groundwater Pollution. Berlin, Heidelberg: Springer Berlin Heidelberg, 2000.

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23

Kunsemiller, John P. Seawater hydraulic rock drill impact mechanism model validation. Port Hueneme, CA: Naval Facilities Engineering Service Center, 1995.

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24

Ali, Mansoor. Analytical thermal hydraulic model for steam chugging phenomenon. Mumbai: Bhabha Atomic Research Centre, 2005.

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25

Linder, Walter. Brush Creek, Kansas City, Missouri: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1992.

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26

NATO Advanced Study Institute on Recent Advances in Hydraulic Physical Modelling (1988 Lisbon, Portugal). Recent advances in hydraulic physical modelling. Dordrecht: Kluwer Academic Publishers, 1989.

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27

Bajkowski, Sławomir. Warunki przepływu wody przez budowle przepuszczalne: Water flow conditions through permeable structures. Warszawa: Wydawnictwo SGGW, 2013.

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28

Gabriel, Pavel. Hydraulic research of the Děčín Barrage. Prague: T.G. Masaryk Water Research Institute, Public Research Institute, 2007.

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29

Gabriel, Pavel. Hydraulic research of the Děčín Barrage. Prague: T.G. Masaryk Water Research Institute, Public Research Institute, 2007.

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30

Mueller, G. E. Thermal-hydraulic and characteristic models for packed debris beds. Washington, D.C: U.S. Nuclear Regulatory Commission, 1986.

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31

Turner, Herman O. Clarence Cannon Re-regulation Structure, Salt River, Missouri: Hydraulic model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1996.

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32

International Conference on Hydraulic Modelling (2nd 1994 Stratford-upon-Avon). 2nd International Conference on Hydraulic Modelling: Papers presented at the 2nd International Conference on Hydraulic Modelling. London: Mechanical Engineering Publications, 1994.

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33

Davis, W. G. Isabella Dam spillway, Kern River, California: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, Dept. of the Army, Waterways Experiment Station, 1987.

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34

Tate, Charles H. Sheldrake River Tunnel, Mamaroneck, New York: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

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35

Dodge, R. A. Hydraulic model study of Chili Bar Dam spillway modifications. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, Research and Laboratory Services Division, Hydraulics Branch, 1990.

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36

Tate, Charles H. North Diversion Structure, Albuquerque, New Mexico: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1987.

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37

Sinibaldi, Edoardo. Implicit preconditioned numerical schemes for the simulation of three-dimensional barotropic flows. [Pisa, Italy]: Edizioni della Normale, 2007.

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38

Frizell, Kathleen Houston. Hydraulic model studies of Upper Stillwater Dam stepped spillway and outlet works. Denver, Colo: Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1987.

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39

Čábelka, Jaroslav. Výzkum na hydraulických modelech a ve skutečnosti. Praha: Academia, 1987.

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40

Peter, Holland. Amazing models!: Gravity power. Hemel Hempstead: Argus, 1990.

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41

Peter, Holland. Amazing models!: Water power. Hemel Hempstead: Argus, 1990.

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42

Amazing models!: Balloon power. Hemel Hempstead: Argus, 1989.

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43

Piquet, Jean. Turbulent Flows: Models and Physics. Berlin, Heidelberg: Springer Berlin Heidelberg, 1999.

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44

Cooper, Deborah R. Lake Darling Spillway, Souris River, North Dakota: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1988.

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45

Cooper, Deborah R. Lake Darling Spillway, Souris River, North Dakota: Hydraulic model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, 1988.

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46

Hite, John E. Little Sioux control structure, Little Sioux River, Iowa: Hydraulic model investigation. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

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47

Guo, James C. Y. Street hydraulics and inlet sizing: Using the computer model UDINLET. Highlands Ranch, Colo: Water Resources Publications, 1997.

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48

H, Burgi P., American Society of Civil Engineers. Hydraulics Division., and International Association for Hydraulic Research. Methods in Hydraulics Division., eds. Model-prototype correlation of hydraulic structures: Proceedings of the International Symposium. New York, N.Y: American Society of Civil Engineers, 1988.

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49

Hughes, Steven A. Midscale physical model validation for scour at coastal structures. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1990.

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50

Frostick, Lynne Elizabeth, T. G. Mercer, and Stuart J. McLelland. Users Guide to Physical Modelling and Experimentation: Experience of the HYDRALAB Network. Taylor & Francis Group, 2011.

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