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Analysis and modelling of non-steady flow in pipe and channel networks [[electronic resource] /] / Vinko Jovic
| Analysis and modelling of non-steady flow in pipe and channel networks [[electronic resource] /] / Vinko Jovic |
| Autore | Jovic Vinko |
| Pubbl/distr/stampa | Hoboken, : Wiley-Blackwell, 2013 |
| Descrizione fisica | 1 online resource (545 p.) |
| Disciplina | 621.8/672 |
| Soggetto topico |
Pipe - Hydrodynamics
Hydrodynamics |
| ISBN |
1-118-53689-4
1-299-27744-6 1-118-53687-8 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
ANALYSIS AND MODELLING OF NON-STEADY FLOW IN PIPE AND CHANNEL NETWORKS; Contents; Preface; 1 Hydraulic Networks; 1.1 Finite element technique; 1.1.1 Functional approximations; 1.1.2 Discretization, finite element mesh; 1.1.3 Approximate solution of differential equations; 1.2 Unified hydraulic networks; 1.3 Equation system; 1.3.1 Elemental equations; 1.3.2 Nodal equations; 1.3.3 Fundamental system; 1.4 Boundary conditions; 1.4.1 Natural boundary conditions; 1.4.2 Essential boundary conditions; 1.5 Finite element matrix and vector; Reference; Further reading
2 Modelling of Incompressible Fluid Flow 2.1 Steady flow of an incompressible fluid; 2.1.1 Equation of steady flow in pipes; 2.1.2 Subroutine Steady Pipe Mtx; 2.1.3 Algorithms and procedures; 2.1.4 Frontal procedure; 2.1.5 Frontal solution of steady problem; 2.1.6 Steady test example; 2.2 Gradually varied flow in time; 2.2.1 Time-dependent variability; 2.2.2 Quasi non-steady model; 2.2.3 Subroutine Quasi Unsteady Pipe Mtx; 2.2.4 Frontal solution of unsteady problem; 2.2.5 Quasi-unsteady test example; 2.3 Unsteady flow of an incompressible fluid; 2.3.1 Dynamic equation 2.3.2 Subroutine Rgd Unsteady Pipe Mtx2.3.3 Incompressible fluid acceleration; 2.3.4 Acceleration test; 2.3.5 Rigid test example; References; Further Reading; 3 Natural Boundary Condition Objects; 3.1 Tank object; 3.1.1 Tank dimensioning; 3.1.2 Tank model; 3.1.3 Tank test examples; 3.2 Storage; 3.2.1 Storage equation; 3.2.2 Fundamental system vector and matrix updating; 3.3 Surge tank; 3.3.1 Surge tank role in the hydropower plant; 3.3.2 Surge tank types; 3.3.3 Equations of oscillations in the supply system; 3.3.4 Cylindrical surge tank 3.3.5 Model of a simple surge tank with upper and lower chamber 3.3.6 Differential surge tank model; 3.3.7 Example; 3.4 Vessel; 3.4.1 Simple vessel; 3.4.2 Vessel with air valves; 3.4.3 Vessel model; 3.4.4 Example; 3.5 Air valves; 3.5.1 Air valve positioning; 3.5.2 Air valve model; 3.6 Outlets; 3.6.1 Discharge curves; 3.6.2 Outlet model; Reference; Further reading; 4 Water Hammer - Classic Theory; 4.1 Description of the phenomenon; 4.1.1 Travel of a surge wave following the sudden halt of a locomotive; 4.1.2 Pressure wave propagation after sudden valve closure 4.1.3 Pressure increase due to a sudden flow arrest - the Joukowsky water hammer 4.2 Water hammer celerity; 4.2.1 Relative movement of the coordinate system; 4.2.2 Differential pressure and velocity changes at the water hammer front; 4.2.3 Water hammer celerity in circular pipes; 4.3 Water hammer phases; 4.3.1 Sudden flow stop, velocity change v0 ? 0; 4.3.2 Sudden pipe filling, velocity change 0 ? v0; 4.3.3 Sudden filling of blind pipe, velocity change 0 ? v0; 4.3.4 Sudden valve opening; 4.3.5 Sudden forced inflow; 4.4 Under-pressure and column separation; 4.5 Influence of extreme friction 4.6 Gradual velocity changes |
| Record Nr. | UNINA-9910139233503321 |
Jovic Vinko
|
||
| Hoboken, : Wiley-Blackwell, 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Analysis and modelling of non-steady flow in pipe and channel networks / / Vinko Jovic
| Analysis and modelling of non-steady flow in pipe and channel networks / / Vinko Jovic |
| Autore | Jovic Vinko |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Hoboken, : Wiley-Blackwell, 2013 |
| Descrizione fisica | 1 online resource (545 p.) |
| Disciplina | 621.8/672 |
| Soggetto topico |
Pipe - Hydrodynamics
Hydrodynamics |
| ISBN |
1-118-53689-4
1-299-27744-6 1-118-53687-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
ANALYSIS AND MODELLING OF NON-STEADY FLOW IN PIPE AND CHANNEL NETWORKS; Contents; Preface; 1 Hydraulic Networks; 1.1 Finite element technique; 1.1.1 Functional approximations; 1.1.2 Discretization, finite element mesh; 1.1.3 Approximate solution of differential equations; 1.2 Unified hydraulic networks; 1.3 Equation system; 1.3.1 Elemental equations; 1.3.2 Nodal equations; 1.3.3 Fundamental system; 1.4 Boundary conditions; 1.4.1 Natural boundary conditions; 1.4.2 Essential boundary conditions; 1.5 Finite element matrix and vector; Reference; Further reading
2 Modelling of Incompressible Fluid Flow 2.1 Steady flow of an incompressible fluid; 2.1.1 Equation of steady flow in pipes; 2.1.2 Subroutine Steady Pipe Mtx; 2.1.3 Algorithms and procedures; 2.1.4 Frontal procedure; 2.1.5 Frontal solution of steady problem; 2.1.6 Steady test example; 2.2 Gradually varied flow in time; 2.2.1 Time-dependent variability; 2.2.2 Quasi non-steady model; 2.2.3 Subroutine Quasi Unsteady Pipe Mtx; 2.2.4 Frontal solution of unsteady problem; 2.2.5 Quasi-unsteady test example; 2.3 Unsteady flow of an incompressible fluid; 2.3.1 Dynamic equation 2.3.2 Subroutine Rgd Unsteady Pipe Mtx2.3.3 Incompressible fluid acceleration; 2.3.4 Acceleration test; 2.3.5 Rigid test example; References; Further Reading; 3 Natural Boundary Condition Objects; 3.1 Tank object; 3.1.1 Tank dimensioning; 3.1.2 Tank model; 3.1.3 Tank test examples; 3.2 Storage; 3.2.1 Storage equation; 3.2.2 Fundamental system vector and matrix updating; 3.3 Surge tank; 3.3.1 Surge tank role in the hydropower plant; 3.3.2 Surge tank types; 3.3.3 Equations of oscillations in the supply system; 3.3.4 Cylindrical surge tank 3.3.5 Model of a simple surge tank with upper and lower chamber 3.3.6 Differential surge tank model; 3.3.7 Example; 3.4 Vessel; 3.4.1 Simple vessel; 3.4.2 Vessel with air valves; 3.4.3 Vessel model; 3.4.4 Example; 3.5 Air valves; 3.5.1 Air valve positioning; 3.5.2 Air valve model; 3.6 Outlets; 3.6.1 Discharge curves; 3.6.2 Outlet model; Reference; Further reading; 4 Water Hammer - Classic Theory; 4.1 Description of the phenomenon; 4.1.1 Travel of a surge wave following the sudden halt of a locomotive; 4.1.2 Pressure wave propagation after sudden valve closure 4.1.3 Pressure increase due to a sudden flow arrest - the Joukowsky water hammer 4.2 Water hammer celerity; 4.2.1 Relative movement of the coordinate system; 4.2.2 Differential pressure and velocity changes at the water hammer front; 4.2.3 Water hammer celerity in circular pipes; 4.3 Water hammer phases; 4.3.1 Sudden flow stop, velocity change v0 ? 0; 4.3.2 Sudden pipe filling, velocity change 0 ? v0; 4.3.3 Sudden filling of blind pipe, velocity change 0 ? v0; 4.3.4 Sudden valve opening; 4.3.5 Sudden forced inflow; 4.4 Under-pressure and column separation; 4.5 Influence of extreme friction 4.6 Gradual velocity changes |
| Record Nr. | UNINA-9910826126203321 |
|
Jovic Vinko
|
||
| Hoboken, : Wiley-Blackwell, 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Hydraulic design tables for pipelines, sewers and drainage lines [[electronic resource] ] : relating head loss v/s power loss / / J.N. Joshi
| Hydraulic design tables for pipelines, sewers and drainage lines [[electronic resource] ] : relating head loss v/s power loss / / J.N. Joshi |
| Autore | Joshi J. N |
| Pubbl/distr/stampa | New Delhi, : New Age International (P) Ltd., Publishers, 2006 |
| Descrizione fisica | 1 online resource (96 p.) |
| Disciplina | 628.1/44 |
| Soggetto topico |
Pipe - Hydrodynamics
Drainage pipes - Design Sewer design |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-07436-9
9786612074363 81-224-2703-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | section 1. Pipes flowing under pressure tables for discharge and loss of head and power -- section 2. Pipes flowing full under gravity tables for discharge and gradients required -- section 3. Hydraulic parameters of pipes flowing partially full. |
| Record Nr. | UNINA-9910453964003321 |
|
Joshi J. N
|
||
| New Delhi, : New Age International (P) Ltd., Publishers, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Hydraulic design tables for pipelines, sewers and drainage lines : relating head loss v/s power loss / / J.N. Joshi
| Hydraulic design tables for pipelines, sewers and drainage lines : relating head loss v/s power loss / / J.N. Joshi |
| Autore | Joshi J. N |
| Pubbl/distr/stampa | New Delhi : , : New Age International (P) Ltd., Publishers, , 2006 |
| Descrizione fisica | 1 online resource (96 pages) |
| Disciplina | 628.1/44 |
| Soggetto topico |
Pipe - Hydrodynamics
Drainage pipes - Design Sewer design |
| ISBN |
1-282-07436-9
9786612074363 81-224-2703-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | section 1. Pipes flowing under pressure tables for discharge and loss of head and power -- section 2. Pipes flowing full under gravity tables for discharge and gradients required -- section 3. Hydraulic parameters of pipes flowing partially full. |
| Record Nr. | UNINA-9910782616803321 |
|
Joshi J. N
|
||
| New Delhi : , : New Age International (P) Ltd., Publishers, , 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Investigation of the hydraulics of horizontal drains in plumbing systems / / Robert S. Wyly
| Investigation of the hydraulics of horizontal drains in plumbing systems / / Robert S. Wyly |
| Autore | Wyly Robert S |
| Pubbl/distr/stampa | Washington, D.C. : , : U.S. Dept. of the Commerce, National Bureau of Standards : , : G.P.O., , 1964 |
| Descrizione fisica | 1 online resource (iii, 38 pages) : illustrations |
| Disciplina | 696.1 |
| Collana | NBS monograph |
| Soggetto topico |
Drainage, House
Pipe - Hydrodynamics |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910712911903321 |
|
Wyly Robert S
|
||
| Washington, D.C. : , : U.S. Dept. of the Commerce, National Bureau of Standards : , : G.P.O., , 1964 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Soggetto topico
-
Pipe - Hydrodynamics
(5)
- Drainage pipes - Design (2)
- Hydrodynamics (2)
- Sewer design (2)
- Drainage, House (1)