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Format: 1 Online-Ressource (XXV, 379 Seiten) : , Illustrationen.

ISBN: 978-3-658-18619-7

Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 978-3-658-18618-0

Language: German

Subjects: Engineering

Keywords: Hydraulik ; Hydrostatik ; Rohrströmung ; Gerinneströmung ; Lehrbuch ; Lehrbuch ; Lehrbuch

DOI: 10.1007/978-3-658-18619-7

URL: Volltext  (URL des Erstveröffentlichers)

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Author information: Rapp, Christoph, 1976-

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Format: 1 Online-Ressource (XXII, 385 Seiten) : , Illustrationen, Diagramme.

Edition: 2. Auflage

ISBN: 978-3-658-34172-5

Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 978-3-658-34171-8

Language: German

Subjects: Engineering

Keywords: Hydraulik ; Hydrostatik ; Rohrströmung ; Gerinneströmung ; Lehrbuch ; Lehrbuch ; Lehrbuch

DOI: 10.1007/978-3-658-34172-5

URL: Volltext  (URL des Erstveröffentlichers)

URL: Volltext  (URL des Erstveröffentlichers)

URL: lizenzpflichtig

Author information: Rapp, Christoph, 1976-,

UID:

Format: 1 online resource (385 pages)

Edition: 1st ed.

ISBN: 9783031548604

Note: Intro -- Preamble -- Contents -- List of Figures -- Nomenclature -- Chapter 1 About water -- 1.1 On origins -- 1.2 On the origin of life -- 1.3 On the origin of civilisation -- 1.4 On the origin and source of industry -- 1.5 To the origin -- Part I Fundamentals and derivations -- Chapter 2 Essential mathematics -- 2.1 Conventions -- 2.2 Physical quantities and their mathematical descriptions -- 2.2.1 Scalar -- 2.2.2 Vector -- 2.2.3 Tensor -- 2.2.4 Scalar product -- 2.2.5 Cross product -- 2.3 Euler vs. Lagrange -- 2.3.1 Lagrange's perspective -- 2.3.2 Euler's perspective -- 2.4 Functions -- 2.4.1 Derivations -- 2.4.1.1 Partial derivative -- 2.4.1.2 Total derivative -- 2.4.2 Integration -- 2.5 Kinematics -- 2.5.1 Dilatation -- 2.5.2 Shearing -- 2.5.3 Rotation -- 2.5.4 Velocity gradient tensor -- 2.5.5 Divergence -- 2.6 Einstein summation convention -- 2.7 Elementary fluid mechanic terms -- 2.8 Selected flow lines -- 2.8.1 Streakline -- 2.8.2 Streamline -- 2.8.3 Pathline -- 2.8.4 Streamtube -- 2.9 Selected cross-sections -- Chapter 3 Essential physics -- 3.1 Aggregate states -- 3.1.1 Solid -- 3.1.2 Liquid -- 3.1.3 Gaseous -- 3.1.4 Aggregate states of water -- 3.2 Quantities and their units -- 3.3 Newton's axioms -- 3.3.1 Lex prima - inertial law -- 3.3.2 Lex secunda - basic equation of mechanics -- 3.3.3 Lex tertia - "actio = reactio" -- 3.4 Principal physical quantities -- 3.4.1 Force -- 3.4.2 Momentum -- 3.4.3 Work -- 3.4.4 Energy -- 3.4.5 Power -- 3.4.6 Density -- 3.4.7 Stress -- 3.4.8 Deformation (rate) -- 3.4.9 Pressure -- 3.4.9.1 Absolute pressure -- 3.4.9.2 Relative pressure -- 3.4.10 Compressibility -- 3.4.11 Viscosity -- 3.4.12 Surface tension -- 3.4.13 Discharge -- 3.5 Properties of water -- Chapter 4 Introduction to potential theory -- 4.1 Introduction to potential theory -- 4.2 Parallel flow -- 4.3 Source and sink flow. , 4.4 Potential vortex -- 4.5 Summary of the elementary solutions -- Chapter 5 Basic equations -- 5.1 Continuity condition -- 5.2 Cauchy equation -- 5.3 Constitutive equation -- 5.4 Euler equation -- 5.5 Navier-Stokes equation -- 5.6 Dimensionsless Navier-Stokes equation -- 5.7 Bernoulli equation -- 5.8 Momentum equation -- 5.9 Summary of the basic equations -- Chapter 6 Turbulence and its modelling -- 6.1 Introduction to turbulence -- 6.2 Cursory approach to numerics -- 6.3 Direct Numerical Simulation -- 6.4 Reynolds Averaged Navier-Stokes Simulation -- 6.5 Large Eddy Simulation -- 6.6 Shallow Water Equations -- 6.7 Final considerations on turbulence -- Part II Applied hydraulics -- Chapter 7 Hydrostatics -- 7.1 General information on hydrostatics -- 7.2 Hydrostatic pressure -- 7.3 Pressure force -- 7.4 Buoyancy -- 7.5 Pressure diagrams -- 7.5.1 Pressure diagrams with application of pressure on both sides -- 7.5.2 Fluids with different densities -- 7.5.3 Water pressure on inclined flat objects -- 7.5.4 Decomposition -- 7.5.5 Lines of action of resulting horizontal forces -- 7.5.6 Lines of action of resulting vertical forces -- 7.5.7 'Base point line' -- 7.6 Hydrostatic paradox -- 7.7 Water pressure on arbitrarily inclined flat objects -- 7.8 Moving liquids -- 7.8.1 Acceleration along a straight line -- 7.8.2 Acceleration along a circular path -- 7.9 Boyle-Mariotte law -- Chapter 8 Bernoulli equation and energy diagrams -- 8.1 Classification of the Bernoulli equation -- 8.2 Piezometric pressure height -- 8.3 Excursus: Energy diagram - an introduction -- 8.4 Bernoulli in pipes -- 8.5 Excursus: Energy diagram - a continuation -- 8.6 Bernoulli and outflows -- 8.7 Cavitation -- Chapter 9 Outflow from openings -- 9.1 Outflow through openings -- 9.2 Torricelli equation -- 9.3 Outflow from a "small" and a "large" opening. , 9.4 Outflow at a variable water level -- Chapter 10 Momentum equation -- 10.1 Classification of the law of momentum -- 10.2 Flow forces in open channel flows -- 10.3 Fastening and flange force at a hose with nozzle -- Chapter 11 Steady pipe flow -- 11.1 Dynamic similarities of pipe flows -- 11.2 Description of laminar flows -- 11.3 Wall shear stress in pipe flows -- 11.4 Hydraulic losses of laminar flows -- 11.5 Hydraulic losses of turbulent flows -- 11.6 Minor (local) hydraulic losses -- 11.7 Turbomachines -- 11.7.1 Pumps -- 11.7.1.1 Pipeline characteristic -- 11.7.1.2 Pump characteristic -- 11.7.1.3 Parallel pump arrangement -- 11.7.1.4 Serial pump arrangement -- 11.7.2 Turbines -- 11.8 Pipe junctions -- 11.9 Summary of pipe flow -- Chapter 12 Unsteady pipe flow -- 12.1 General remarks on unsteady pipe flows -- 12.2 Continuity condition according to Alliévi -- 12.3 Energy equation according to Alliévi -- 12.4 Riemann solution of the Alliévi equations -- 12.5 Joukowsky surge -- 12.6 Momentum equation -- 12.7 Method of characteristics -- 12.7.1 Initial characteristic -- 12.7.2 Calculation modules -- 12.7.3 Nodes within the domain -- 12.7.4 Nodes at the left boundary -- 12.7.4.1 Reservoir with constant water level -- 12.7.4.2 Reservoir with time-varying water level -- 12.7.4.3 Time-variable velocity -- 12.7.4.4 Valve -- 12.7.5 Node at the right boundary -- 12.7.5.1 Reservoir with constant water level -- 12.7.5.2 Reservoir with time-varying water level -- 12.7.5.3 Time-variable velocity -- 12.7.5.4 Valve -- 12.8 Summary: unsteady pipe flows -- Chapter 13 Steady free surface flow -- 13.1 Flows with free surface -- 13.2 Dynamic similarities of open channel flows -- 13.3 Bernoulli equation in open channels -- 13.3.1 H-y diagram -- 13.3.2 Mathematical description of the critical conditions -- 13.3.3 q-y diagram -- 13.4 Flow under a sluice gate. , 13.5 Flow over weirs -- 13.5.1 Poleni equation -- 13.5.2 du Buat equation -- 13.5.3 Submerged flow over a weir -- 13.6 Discharge through a siphon weir -- 13.7 Flow depth at a fall -- 13.8 Venturi channel -- 13.9 Steady-state, uniform flow (normal conditions) -- 13.10 Steady-state nonuniform flow -- 13.10.1 Differential equation of the water surface profile -- 13.10.2 Water surface profiles -- 13.10.2.1 Transition subcritical - subcritical -- 13.10.2.2 Transition supercritical - supercritical -- 13.10.2.3 Transition subcritical - supercritical -- 13.10.2.4 Transition supercritical - subcritical: hydraulic jump -- 13.10.2.5 Water surface profiles at the hydraulic jump -- 13.11 Computation of water surface profiles - direct step method -- 13.11.1 Distance Δx of two flow depths -- 13.11.2 Flow depth at distance Δx -- Chapter 14 Unsteady free surface flow -- 14.1 Saint-Venant differential equations -- 14.2 Upsurge and downsurge -- Chapter 15 Introduction to groundwater flow -- Part III Excercises with solutions -- Chapter 16 Exercises -- 1 Hydrostatics -- 2 Outflow through openings -- 3 Momentum equation -- 4 Free surface flows -- 5 Pipe flow -- 6 Cross-cutting issues -- 7 Unsteady free surface flows -- Chapter 17 Solutions -- 1 Solutions: hydrostatics -- 2 Solutions: outflow through openings -- 3 Solutions: momentum equation -- 4 Solutions: free surface flows -- 5 Solutions: pipe flow -- 6 Solutions: cross-cutting issues -- 7 Solutions: unsteady free surface flows -- Part IV Practical examples -- Chapter 18 Forces and moments of force at the weir in Wieblingen -- Chapter 19 Determination of the bearing forces in the Leitzachwerk pumped-storage power station -- Chapter 20 Dimensioning of an interceptor sewer in Hamburg Waltershof -- Chapter 21 Optimisation of the operation level at Uppenbornwerk 1 -- Appendix A -- A.1 Dipole of a potential flow. , A.2 Shear stress balance at the differential element -- A.3 Derivation of the friction coefficient fD -- A.3.1 Reynolds averaging -- A.3.2 Prandtl's mixing length -- A.3.3 Law of the wall -- A.3.3.1 Region I -- A.3.3.2 Region II and III -- A.3.4 Smooth conditions -- A.3.5 Rough conditions -- A.3.6 Transition region -- A.4 Calculation of the determinant of a matrix -- A.5 Derivation of the critical conditions for selected cross-sections -- A.5.1 Trapezoid -- A.5.2 Triangle -- A.5.3 Parabola -- A.6 Wave theory -- A.6.1 Deep water waves -- A.6.2 Shallow-water waves -- A.6.3 Capillary waves -- A.7 Solution for the practical example of the Hamburg interceptor sewer -- A.8 Results for the example of the unsteady pipe flow from page 202 -- References.

Additional Edition: Print version: Rapp, Christoph Hydraulics in Civil Engineering Cham : Springer International Publishing AG,c2024 ISBN 9783031548598

Language: English

Keywords: Electronic books.

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URL: Volltext  (kostenfrei)

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URL: lizenzpflichtig

UID:

Format: 1 online resource (385 pages)

Edition: 1st ed. 2024.

ISBN: 9783031548604

Content: The book serves a dual purpose. Firstly, it bridges the divide between applied civil engineering hydraulics and conventional fluid mechanics literature. Secondly, it is structured as a modular course, allowing for flexible application. The goal is to present information in a clear and illustrative manner, utilizing readily available materials, experiments, and open-source code examples. This is an open access book. The content is accompanied by code examples for open-source software includes descriptive explanations, illustrative experiments and easy-to-understand examples combines Sustainable Development Goals SDG4 and SDG 6: access to water and sanitation, respectively The author Dr. Christoph Rapp was a research assistant at the Chair of Hydraulics and Hydrology and later the Department of Hydromechanics at the Technical University of Munich. After earning his doctorate, he served as the head of the laboratory. In addition to experimental research into complex flows, he devoted himself to illustrative teaching. He received several prizes for this, including the Ernst Otto Fischer Teaching Prize for an innovative teaching concept. In the context of his collaboration with Markus Heinsdorff, he inspires with installation art about water. Christoph is head of the hydropower department of an energy supplier and lectures at Bauhaus University, Weimar . He also teaches at universities in developing countries through the International Knowledge Exchange Association, which he founded (Verein zur Förderung des internationalen Wissensaustauschs e.V. ).

Note: About water -- Part I: Fundamentals and derivations -- Essential mathematics -- Essential physics -- Introduction to potential theory -- Basic equations -- Turbulence and its modelling -- Part II: Applied hydraulics -- Hydrostatics -- Bernoulli equation and energy diagrams -- Outflow from openings -- Momentum equation -- Steady pipe flow -- Unsteady pipe flow -- Steady free surface flow -- Unsteady free surface flow -- Introduction to groundwater flow -- Excercises -- Practical Examples.

Additional Edition: Print version: Rapp, Christoph Hydraulics in Civil Engineering Cham : Springer International Publishing AG,c2024 ISBN 9783031548598

Language: English

DOI: 10.1007/978-3-031-54860-4

URL: https://doi.org/10.1007/978-3-031-54860-4

UID:

Format: 56, [1] Bl., 46 S , 4°

Edition: Ed. 2., auctior et emendatior

Note: Die Vorlage enth. insgesamt 2 Werke , Das Werk wird sowohl Philipp Andreas Oldenburger als auch Christoph Rapp zugeschrieben, die beide unter dem Pseud. Pacificus a Lapide geschr. haben , Druckort fingiert.- Tatsächlicher Druckort wahrscheinl. Genf

Language: Latin

Author information: Oldenburger, Philipp Andreas 1617-1678

Author information: Rappe, Christoph von 1566-1619

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In: Homo politicus, hoc est: Consiliarius novus, officiarius et aulicus, secundum hodiernam praxin, Cosmopoli [i.e. Genf], 1668, (1668), 1

In: year:1668

In: number:1

Language: Undetermined

Author information: Oldenburger, Philipp Andreas 1617-1678

Author information: Rappe, Christoph von 1566-1619

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Format: 38 S , 8°

Note: Das Werk wird sowohl Philipp Andreas Oldenburger als auch Christoph Rapp zugeschrieben, die beide unter dem Pseud. Pacificus a Lapide geschr. haben , Druckort fingiert.- Tatsächlicher Druckort wahrscheinl. Genf

Language: Latin

Keywords: Jurist ; Recht

Author information: Oldenburger, Philipp Andreas 1617-1678

Author information: Rappe, Christoph von 1566-1619

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Format: [4] Bl , 4°

Note: Im Text: Die andern ihren grossen Ahnen Die auch bey den Oenhausen seyn ... ; Herr Rapp ist Euch nun minder tod , Schlüsselseiten aus dem Exemplar der SBB-PK Berlin: Yi 851-3 = R , Vorlageform des Erscheinungsvermerks: Königsberg/ Gedruckt durch Johann Reusnern

Additional Edition: Digitalisierte Ausg. Dach, Simon, 1605 - 1659 Auff seligen wiewol hochbetrawerlichen Hintritt aus dieser Welt/ Des ... Hn. Christoff Rappen/ Churfl. Brandenb. ... Obristen Wachtmeisters/ auff Angerapp und Gehreken etc. ErbHerrn und des Cammer-Ampts Caymen Pfands Einhabers Königsberg : Reusner, 1658

Language: German

Keywords: Gelegenheitsschrift:Tod ; Lyrik

URL: Volltext  (// 2010 digitalisiert von: Staatsbibliothek zu Berlin - Preußischer Kulturbesitz. Exemplar mit der Signatur: 99 in: Yi 851-3)

Author information: Reusner, Johann 1598-1666

Author information: Dach, Simon 1605-1659

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Format: [1] Bl., 46 S , 4°

Uniform Title: Monita secreta

Note: In: Rappe, Christoph von: Homo politicus , Schlüsselseiten aus dem Exemplar der HAB Wolfenbüttel: Li 4771 (2) , Verf. ermittelt in: Backer-Sommervogel, T. 11, Sp. 344, Nr. 2954; Gołuszka, M. Polonica P 3196f; Weller. - Als Hrsg. wird auch Philipp Andreas Oldenburger genannt, der ebenfalls unter dem Pseud. Pacificus a Lapide geschrieben hat , Bibliogr. Nachweis: NUC pre '56, NM 0704520 , Nach NUC pre '56 vermutl. in Genf erschienen. - Vorlageform des Erscheinungsvermerks: Cosmopoli. Anno M DCLXVIII.

Language: Latin

Keywords: Jesuiten ; Theologie ; Kirchengeschichte ; Streitschrift:theol. ; Ordensliteratur:Jesuiten

URL: Volltext  (// 2010 digitalisiert von: Bayerische Staatsbibliothek. Exemplar mit der Signatur: München, Bayerische Staatsbibliothek -- 4 Ph.pr. 154 db#Beibd.1)

Author information: Zahorowski, Hieronim 1582-1634

Author information: Rappe, Christoph von 1566-1619

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Format: 54 S

Note: Das Werk wird sowohl Philipp Andreas Oldenburger als auch Christoph Rapp zugeschrieben, die beide unter dem Pseud. Pacificus a Lapide geschr. haben , Druckort fingiert.- Tatsächlicher Druckort wahrscheinl. Genf

Language: Latin

Author information: Oldenburger, Philipp Andreas 1617-1678

Author information: Rappe, Christoph von 1566-1619