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# Volume 43. Water Hammer in Pipe-Line Systems

## 1st Edition

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The physical principles of water hammer are explained in this volume. The basic mathematical methods of solution of water hammer and ways of limiting its effects are covered. Detailed description is given of the method of characteristics and the corresponding programs for personal computers, which enables solution of water hammer in a wide variety of hydraulic systems encountered in practice. Examples are given of solution of water hammer of common pipe-line systems as well as calculation of the steady state of flow, the determination of discharge through a pipe-line, measurements of characteristics of valves, pumps, turbines, determination of the operating régime of a valve in order to ensure a desired pressure and discharge curve, etc. This book will be of interest to those civil, mechanical and petroleum engineers dealing with the design and operation of hydraulic systems.

Preface. List of Symbols. **1. Water Hammer. **The origin of water hammer. Physical principles. Actual cases. Causes of water hammer. Examples of water hammer. **2. Basic Equations. **Derivation. Scope of application. **3. Solution of the Basic Equations. **Methods of solution. Application of the method of characteristics. Schematization of the pipe-line system. **4. Parameters of the Basic Equations. **Velocity of propagation of the pressure wave. Pipe-line diameter. Density of the liquid. Pressure losses due to friction. Velocity of the liquid. Solid particles in the pipe-line. Gas in the pipe-line. Pressure in the pipe-line. Cavitation. **5. Damping Devices. **Junction without a damping device. Constant pressure. Reservoir. Air chamber. Surge tank. Overflow. Air inlet valve. Cavitation. Integrated damping device. Pressure. Discharge. **6. Pressure Devices. **Attachment without a pressure device. Closed pipe-line. Local loss. Control valve. Non-return valve flap. Butterfly valve. Condenser. Pump. Turbine with fixed characteristics. Turbine with variable characteristics. Turbine controlled by a governor. **7. Calculation of Water Hammer. **Computer application. Preparation. Input data. Data input and output of the results. Solution for the sections. Solution for the junctions. The initial state. Calculations for the damping devices. Calculation for the pressure devices. Calculation procedure. Iterative solution for the junctions. Checking whether a steady state was attained. Maximum and minimum values. Submission for several calculations. **8. Calculation of the Steady State. **Abridged calculation of the steady state. Modification of the pipe-line sections. Modification of the damping devices. Modification of the pressure devices. Submitting the calculation. **9. Input Data File. **Name of the calculation. Sections. Junctions. Parameters. Type of ca

- No. of pages:
- 359

- Language:
- English

- Copyright:
- © 1993

- Published:
- 5th May 1993

- Imprint:
- Elsevier Science

- Print ISBN:
- 9780444987228

- Electronic ISBN:
- 9780080870342

Vltava Basin, Prague, Czechoslovakia

@qu:...there is considerable detail of the various boundary conditions that may be imposed on the basic pipe flow. But the main feature of the book is in the very detailed description of how to use the basic water hammer (WTHM) program which is available on a diskette, suitable for use with a PC, together with input data files for the examples described in the text. This book is obviously a useful tool for engineers concerned with practical problems of unsteady flow in water-pipe systems of great complexity.
@source:Journal of Fluid Mechanics