Table of contents for Pressure surge in pipe and duct systems / J.A. Swaffield and A.P. Boldy.


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Preface                                                  xiii
Notation                                                 xvii
Chapter 1    Pressure transient mechanisms and historical  1
development
1.1          Historical development                        2
1.1.1        Foundation of waterhammer theory              3
1.1.2        Development of waterhammer analysis from 1910  5
to 1950
1.1.3        The introduction of digital computing methods,  7
in particular the method of characteristics,
1950-1970
1.1.4        Development of the method of characteristics  8
model, 1970-1990



1.2          Mechanism of pressure transient propagation   9
1.2.1        The importance of valve closure time         16
1.2.2        The importance of frictional effects         19
1.2.3        The importance of initial line pressure, gas  21
release and vapour cavity formation
1.3          Transient propagation velocity: the effect of pipe  25
elasticity and free gas
1.3.1        Non circular ducts                           32
1.3.2        Thick walled pipes and tunnels               34
1.3.3        Wave speed calculations for a gas-fluid      36
mixture
1.4         Importance of pipe elasticity, comparison to rigid  39
column theory
1.5          Pressure transient propagation in fluid carrying  42
systems
Chapter 2    Basic equations defining transient propagation  45
2.1          Momentum equation                            46
2.2          Continuity equation                          49
2.3          Summary of the equations defining transient  56
propagation
2.4          Review of methods of solution                57



Chapter 3     Transient reflection and transmission within    59
frictionless systems
3.1           Simplification of the wave equations            60
3.1.1         Pressure rise, or fall, on valve operation      62
3.1.2         Transient reflection at a constant pressure     63
boundary
3.1.3        Transient reflection at a closed valve or dead end  64
3.2          Transient transmission and reflection at changes  67
in pipe properties and/or pipe junctions
3.2.1         Application of reflection and transmission      69
coefficients to pipe junctions and changes in
pipe properties
3.2.2         Application of transmission and reflection      71
coefficients in the interpretation of pressure
transducer records
3.3          Justification for the simplification of the wave  74
equations
3.4           Graphical solution techniques                  76
3.5           Summary of the frictionless model               86
Chapter 4     The method of characteristics                   87
4.1           Development of the unsteady flow equations of   89
continuity and momentum
4.2           The method of characteristics applied to the    90
solution of the transient propagation equations
4.2.1         Velocity-pressure formulation                   91



4.2.2        Velocity-head formulation                    92
4.3          Interpolation as a means of defining base    101
conditions
4.4          Implications of interpolation within a transient  108
analysis
4.5          Improved interpolation methods               111
4.6          Setting up the base conditions for a transient  117
analysis
4.7          Frictional representation                    118
4.8          Network solutions                            119
Chapter 5    Pressure transient network boundary         121
conditions
5.1          Definition of boundary equations within the  122
method of characteristics
5.2          Pipe and network application of the method of  124
characteristics
5.3          Boundary conditions                         127
5.3.1        Reservoirs terminating a pipeline           127
5.3.2        Valve terminating a pipeline                129
5.3.3        Boundary formed by a valve at the junction of  134
two pipes
5.3.4        Boundary formed by a closed valve or        138
dead-ended pipe
5.3.5        Orifice between two pipes                   140



5.3.6        Boundary formed by the junction of two pipes  141
5.3.7        Junctions of three or more pipes            144
5.3.8        Trapped air at a dead end or closed valve   147
5.3.9        Steady pump discharge                        151
5.4          Variable pump discharge and speed            154
5.5          Hydraulic turbine                            166
5.5.1        Pump-turbine performance characteristics     168
5.6          Summary of boundary conditions               170
5.7          Column separation and gas release           170
5.7.1        Column separation upstream of a closing valve  175
or at a dead-ended pipe within a complex pipe
network
5.7.2        Column separation downstream of a closing valve, 180
including gas release effects
5.7.3        Vapour only column separation downstream of a  181
closing valve
5.7.4        Cavity boundary conditions including released air  186
5.7.5        Column separation within a pipe length      196
5.8          Development of individual boundary conditions  198
Chapter 6    Surge control and suppression               203
6.1          Control of valve operation generated transients  204
6.2          Outwards relief valves as surge controllers  206



6.3          Inwards relief valves to alleviate column     208
separation
6.4          Accumulators as surge alleviators             213
6.5          Air vessels as a means of surge control       218
6.5.1        Representation of air vessel boundary conditions  219
6.5.2        Application of the air vessel boundary conditions  222
6.5.3        By-pass arrangement for inflow to an air vessel  226
6.6           Case study - Worsham to Burford pumping main  230
6.6.1        Simulations - no pressure surge protection    230
6.6.2        Simulations - existing air vessel at node 2   231
6.7          Air inlet/outlet pressure surge alleviation valve  237
6.7.1        Representation of air inlet/outlet valves     237
6.7.2        Calculation of CON and COU                    242
6.7.3        Critical mass rate of inflow of air           242
6.7.4        Critical mass rate multiplier for outflow of air  243
(COU)
6.8          Typical pumping main                          243
6.9          Flow continuation as a form of surge suppression  244
6.10         Surge pressure simulations                    250



Chapter 7    Free surface wave and air pressure transient  251
propagation
7.1          Open channel unsteady flow                  252
7.2          Gas flow low amplitude pressure transient   260
propagation
7.3          Open channel and partially filled pipe unsteady  270
flow analysis
7.4          Boundary condition modelling within free    275
surface flow networks
7.4.1        Entry conditions                            275
7.4.2        Exit boundary conditions                    278
7.4.3        Junction boundary conditions                279
7.5          Applications of the method of characteristics  285
free surface unsteady flow model
7.6          Application of the method of characteristics  287
to the modelling of small amplitude air pressure
transients
7.6.1        Entry boundary conditions                   290
7.6.2        Exit and junction boundary conditions       290
7.6.3        Moving boundary conditions - trap seal response  292
7.6.4        Sign conventions                            294
7.6.5        Air admittance valves                       294
7.6.6        Water curtain effects at a branch to stack  296
junction



7.6.7        Positive pressure tranient propagation on air  297
path closure
7.7          Network modelling                            299
7.7.1        Air flow stoppages - the generation of positive  303
transients
7.8          Application of the method of characteristics to  308
free surface wave and low amplitude air pressure
transient propagation
Afterword    The computer based simulation of transient   309
propagation
Appendix I   Wave speed calculations                      313
Appendix II Three pipe system computer model              317
Appendix l Bisection technique                            335
References                                                339
Index                                                     349








Library of Congress subject headings for this publication: Pipe Fluid dynamics, Water hammer