Pumping Station Design

1077 Pages·2008·20.398 MB·English

by  Jones, Garr M.(eds.)

Pumping Station Design
Revised Third Edition
Editor-in-Chief
GARR M. JONES, PE
SeniorVicePresident,Design
BrownandCaldwellConsultants
WalnutCreek,California
Co-Editors
ROBERT L. SANKS, Ph.D., PE
ConsultingEngineerandProfessorEmeritus
MontanaStateUniversity
Bozeman,Montana
GEORGE TCHOBANOGLOUS, Ph.D., PE BAYARD E. BOSSERMAN, II, PE
ConsultingEngineerandProfessorEmeritus EngineeringConsultant
UniversityofCaliforniaatDavis MissionViejo,California
Davis,California
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Includesbibliographicalreferencesandindex.
ISBN978-1-85617-513-5(alk.paper)
1. Pumpingstations–Designandconstruction.2. Watertreatmentplants.3.Sewagedisposal
plants. I.Jones,GarrM.II.Bosserman,BayardE.III.Sanks,RobertL.IV.Tchobanoglous,George.
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Preface to the First Edition
This book, Pumping Station Design, is unique in the not heretofore published. All of the work is exten-
following ways. It was written by consultants for sivelycross-referenced.
consultants so as to be of the greatest practical use Perhaps never before has such a large, talented
fordesigners.Eachauthorisanexpertwhosewriting group of professionals been gathered to produce a
is based mostly on personal experience. Little of it book.The132expertcontributorstothistextprovide
was obtained from, or based on, the existing litera- broad and encompassing viewpoints gained from an
ture.Tomakethebookmoreusableandunderstand- aggregate of 20 centuries of practical experience.
able,over370illustrationsareincludedtogetherwith Each author was selected on the basis of specialized
59 design examples. Most design examples and all knowledge, past performance, experience, and com-
formulas are given in both SI and U.S. customary mitment to the profession. Each produced one or
units. The book is complete enough for the novice more chapters (or parts thereof) based on detailed
and advanced enough to be useful to experienced outlines suggested by the editorial board and
designers and to those who direct or may be associ- improved by author and board as the rest of the
atedwithdesign(suchasutilitymanagers,cityengin- book was developed. The other contributors, also
eers, or equipment suppliers). It is the only text selected on the basis of experience and competence,
available that deals comprehensively with the entire helpedinthepeerreviewsandbysupplyinginforma-
subject of how to design pumping stations. Finally, tion.
thebookisuniqueinthenumberandexpertiseofits Typically, I rewrote (or at least heavily edited)
authors and contributors and in the meticulous care eachchaptertoconformtoauniformstyleandthen
exercisedduringthesevenyearsofitspreparation(as sent it to from three to seven peer reviewers whose
describedin the followingparagraphs) tomakeitas collectedcommentswouldberephrasedandgivento
easytoreadaspossible. theauthorwithmyowncommentsadded.Following
Thefirstelevenchapterscontainthefundamentals the author’s reply, a second rough draft would be
essential for effective design and include hydraulics, prepared and sent to author and reviewers. The
piping, water hammer, electricity, and theory and returned comments would be recast into a third
descriptions of pumps. The middle third is devoted draftandagainsenttotheauthor.Thefourthdraft,
tosystemdesign,includingpumpanddriverselection usually called ‘‘final draft one,’’ was sent to the
andgeneralpipinglayoutsforwater,wastewater,and co-editors. George Tchobanoglous checked every
sludge pumping. The last ten chapters contain sup- chapter for construction, clarity, and style. Garr M.
portingdisciplinesandsubjectssuchasinstrumenta- Jonescheckedeverychapterforpracticalityandgood
tion and design, heating and ventilating, noise and design practice. The other co-editors reviewed
vibration,comparisons of typesof pumping stations selectedchaptersforcompletenessandaccuracy.Im-
andpumps,blunderavoidance,contractdocuments, provements,integrationwithotherchapters,andnu-
detailing, and cost analyses. The appendices contain ances of wording often required as many as four
usefulphysicaldata,listsofcodesandspecifications, subsequent ‘‘final drafts’’ until the chapter satisfied
design checks, start-up checks, and addresses of all author, reviewers, and editors—a process that has
publishersgiveninthereferences.Thetablesofflow taken seven years. As the book neared completion,
and headloss in pipes are compiled in a useful form new material was added and various subjects were
xvii
xviii PrefacetotheFirstEdition
sometimesshuffledbetweenchaptersformorelogical volved in decision making. Knowledge about the
presentation and cross-referencing. Alterations and subjecthasbeenlargelyconfinedtoconsultingengin-
improvements were continued through February eers, a few large public utilities and to equipment
1989. Some idea of the effort taken can be appreci- manufactures, so the overall purpose of this project
ated by realizing that over 50,000 pages of review was to gather, codify, and preserve the knowledge
drafts have been distilled into this book. The result (muchofwhichhasneverbeenprinted)forthebene-
is considered to represent the state of the art (as of fitofthepublicandtheprofession.
early 1989)—practical, authoritative, and essentially CarlW.Rehwasthefirstco-editorappointedand,
timeless.Consultingfirmswillfindthatthisbookcan untilhisdeathin1983,mychiefproponentandsup-
sharplyreducethetimeforaninexperiencedengineer porter.Theotherco-editors,GeorgeTchobanoglous,
to become a competent pumping station designer. Donald Newton, B. E. Bosserman II, and Garr M.
Project leaders will find the comprehensiveness, the Jones(inorderofappointment)havemadethiswork
checklists,andthelistofblunderstobeofgreathelp. possible. As technical advisor, Earle C. Smith pro-
Utility managers will discover that selective reading videdmuchinvaluableguidanceandcritiquedalarge
of a few chapters will provide insights for directives part of the work. All the authors and contributors
that can produce better pumping stations for lower havegivenagreatdealoftimetotheprojectwithno
overall costs of construction, maintenance, and re- thoughtofrewardbeyondadesiretobeofserviceto
pair. theprofession.
The work on this book was begun with a con- Severalconsultingfirmsmadeextraordinarycon-
ference on pumping station design and a detailed tributionsoftime,effort,andfinancestotheproject,
proceedings outline, which served as a first approxi- as follows: Greeley and Hansen Engineers, Chi-
mation for the textbook to follow. Proceedings cago—six authors, including one editor, wrote four
authorswereselectedonthebasisoftheirexperience chapters, a part of another, and two appendices;
records and were assigned chapters (or sections Brown and Caldwell Consultants, Walnut Creek,
thereof)instrictadherencetotheoutline.Theresult- California—three authors, including one editor,
ingProceedings,publishedin1981in4volumes(1576 wrote six chapters and one appendix; Boyle Engin-
pages), are still available and valuable as an adjunct eeringCorporation,NewportBeachandBakersfield,
toolsfordesign[outofprintin1996butstillavailable California—two authors, including one editor, pro-
throughinterlibraryloanfromMontanaStateUniver- ducedfivechaptersandoneappendix.Severalfirms,
sity—Ed.]. Although the purpose of the conference listed in Chapter 29, contributed cost data, an oner-
wastomakethisnewmaterialimmediatelyavailable ous task. Sincere appreciation is extended to all for
totheprofession,italsoenabledustofindagroupof this help, and, indeed, the engineering profession is
expertsandtogatherresourcesforthisbook. indebtedtoallthecontributingfirmsandpersonnel.
What prompted this project was the lack of a Mary C. Sanks patiently typed draft after draft
complete textbook about pumping station design in andcheckedgrammar,readability,punctuation,and
theUnitedStates(orintheEnglishlanguageinsofar spelling,andsheassistedwithgalleyandpageproofs.
asweknew.)Ofcourse,thereweremanybooksabout Edimir Rocumback, student in architecture, drafted
pumpsandpumpingmachineryandafewshortman- most of the figures. The entire project was made
ualsfordesigningpumpingstationsbuttherewasno possible by the financial support of Montana State
comprehensive, authoritative text or reference book University. Officers directly involved included
dealing specifically with the design of all phases of Theodore T. Williams, formerly Head, Department
water and wastewater pumping stations. Indeed, the of Civil Engineering and Engineering Mechanics;
literature about pumping station design has been Byron J. Bennett, formerly Dean, College of Engin-
fragmented,oftensuperficial,sometimeswrong,and eering;andLawrenceT.Kain,formerlyAdministra-
generally incomplete. One expert stated that 95 per- torofGrantsandContracts.
cent of all pumping stations he has seen contain
serious design mistakes and that they occur in every RobertL.Sanks
category;ifsotherewasaneedforabookwrittenby Bozeman,Montana
practicing engineers for consultants and others in- March1989
Contents
Preface to the First Edition xvii Chapter 2
Preface to the Second Edition xix Nomenclature 2.1
Preface to the Third Edition xxi
MAYOGOTTLIEBSON,CARLW.REH,ANDROBERTL.SANKS
Acknowledgments xxiii
2-1 Abbreviations 2.1
Authors and Contributors xxv 2-2 Definitions 2.8
2-3 Symbols 2.14
2-4 SupplementaryReading 2.14
Chapter 1 Chapter 3
Introduction 1.1 Flow in Conduits 3.1
ROBERTL.SANKS ROBERTL.SANKS
1-1 AuthorsandContributors 1.1 3-1 FundamentalsofHydraulics 3.1
1-2 ResponsibilitiesofProjectEngineers 1.1 3-2 FrictionLossesinPiping 3.4
1-3 Units 1.2 3-3 PipeTables 3.9
1-4 StandardsandCodes 1.2 3-4 HeadlossesinPipeFittings 3.11
1-5 Manufacturers’Recommendations 1.3 3-5 FrictionLossesinOpenChannelFlow 3.12
1-6 Safety 1.3 3-6 EnergyinPressurizedPipeFlow 3.14
1-7 HowtoUtilizeThisBook 1.3 3-7 EnergyinOpenChannelFlow 3.16
1-8 HowtoSelectConsultingEngineering 3-8 UnbalancedHydraulicForces 3.20
Firms 1.4 3-9 FieldMeasurementofPipeDiameter
1-9 ValueEngineering 1.5 andFrictionCoefficient 3.23
1-10 EnsuringQualityandEconomy 1.6 3-10 FlowofSludges 3.32
1-11 AvoidingLitigation 1.7 3-11 UnsteadyFlow 3.32
1-12 Library 1.8 3-12 ModelStudies 3.33
1-13 OperatorTraining 1.8 3-13 ComputationalFluidDynamics(CFD) 3.35
1-14 References 1.9 3-14 References 3.36
ix
x Contents
Chapter 4 6-8 CriteriaforConductingTransient
Analysis 6.12
Piping 4.1
6-9 References 6.13
BAYARDE.BOSSERMANII,JAMESC.DOWELL,ELIZABETH
M.HUNING,ANDROBERTL.SANKS
4-1 SelectionofExposedPipe 4.2
4-2 SelectionofBuriedPiping 4.11 Chapter 7
4-3 DuctileIronPipe(DIP) 4.17
Control of Hydraulic Transients 7.1
4-4 SteelPipe 4.19
4-5 PlasticPipe 4.21 BAYARDE.BOSSERMANII
4-6 AsbestosCementPipe(ACP) 4.24
7-1 OverviewofHydraulicTransientControl
4-7 ReinforcedConcretePressurePipe
Strategies 7.1
(RCPP) 4.24
7-2 ControlofPumps 7.8
4-8 DesignofPiping 4.25
7-3 ControlTanks 7.9
4-9 SpecialPipingandPlumbing 4.35
7-4 ValvesforTransientControl 7.11
4-10 References 4.40
7-5 ContainmentofTransients 7.13
4-11 SupplementaryReading 4.41
7-6 SurgeControlforWaterPumping
Stations 7.15
7-7 SurgeControlforRawWastewaterPumping
Stations 7.18
Chapter 5 7-8 PipelineDesign 7.19
7-9 ComputerAnalysis 7.21
Valves 5.1
7-10 TransientsinDistributionSystems 7.23
CARLN.ANDERSON,BAYARDE.BOSSERMANII,AND 7-11 References 7.26
CHARLESD.MORRIS
5-1 DesigningforQuality 5.1
5-2 IsolationValves 5.4
5-3 SluiceGates,ShearGates,FlapValves, Chapter 8
andStopPlates 5.14
Electrical Fundamentals and Power
5-4 CheckValves 5.15
System Principles 8.1
5-5 ControlValves 5.21
5-6 ValveActuators 5.24
STANLEYS.HONG,PHILIPA.HUFF,ANDPAULC.LEACH
5-7 AirandVacuumValves 5.27
8-1 DefinitionsandCodeReferences 8.1
5-8 MaterialsofConstruction 5.29
8-2 ElectricalFundamentals 8.2
5-9 InstallationofValves 5.30
8-3 PowerandControlSystemElements 8.9
5-10 CorrosionProtection 5.31
8-4 StandbyGeneratorsandAuxiliaries 8.26
5-11 References 5.31
8-5 Grounding 8.29
8-6 LightingandPowerOutlets 8.32
8-7 ElectricalCircuitDiagrams 8.35
8-8 PowerandControlSystemPractices 8.37
Chapter 6 8-9 Reference 8.41
Fundamentals of Hydraulic 8-10 SupplementaryReading 8.41
Transients 6.1
BAYARDE.BOSSERMANIIANDWILLIAMA.HUNT
6-1 Introduction 6.1 Chapter 9
6-2 Nomenclature 6.2 Electrical Design 9.1
6-3 MethodsofAnalysis 6.2
6-4 SurgeConceptsinFrictionlessFlow 6.3 STANLEYS.HONG,PHILIPA.HUFF,ANDPAULC.LEACH
6-5 SlowClosureofValves 6.7 9-1 FinalConstructionDrawings 9.1
6-6 SurgeConceptsinFlowwithFriction 6.10 9-2 Specifications 9.3
6-7 ColumnSeparation 6.11 9-3 ContactingUtilities 9.4
Contents xi
9-4 ConstructionInformationtoUtilities 9.5 Chapter 12
9-5 LoadEstimation 9.5
Pumps: Intake Design, Selection,
9-6 OvercurrentProtectionandConductor
and Installation 12.1
Sizing 9.8
9-7 Lighting 9.14
GARRM.JONESANDROBERTL.SANKS
9-8 PowerFactor 9.16
12-1 DesignofPumpIntakes 12.2
9-9 EngineGenerators 9.17
12-2 PumpIntakeDesignStandards 12.2
9-10 Short-CircuitCurrentCalculations 9.21
12-3 TypesofPumpIntakeBasins 12.4
9-11 Harmonics 9.22
12-4 ModelStudy 12.11
9-12 ConstructionService 9.22
12-5 EvolutionofTrench-TypeWetWells 12.12
9-13 References 9.23
12-6 SummaryofTrench-TypeWetWell
Characteristics 12.26
12-7 Trench-TypeWetWellDesign 12.28
12-8 WetWellsinSmallLiftStations 12.44
Chapter 10 12-9 PrinciplesofPumpSelection 12.47
Performance of Centrifugal 12-10 Step-by-StepPumpSelectionandInstallation
Procedure 12.54
Pumps 10.1
12-11 ReducingCostofOwnership 12.58
PAULCOOPERANDGEORGETCHOBANOGLOUS 12-12 InstallationDesign 12.60
12-13 References 12.81
10-1 ClassificationofCentrifugalPumps 10.1
10-2 PumpApplicationTerminology,Equations,
andPerformanceCurves 10.1
10-3 PumpOperatingCharacteristics 10.8 Chapter 13
10-4 Cavitation 10.16
Electric Motors 13.1
10-5 PumpCharacteristicCurves 10.27
10-6 PumpOperatingRegions 10.30 PAULC.LEACHANDALANVAUSE
10-7 ElementaryPumpSystemAnalysis 10.32
13-1 General 13.1
10-8 PracticalPumpingSystemH-QCurve
13-2 ApplicationsofMotors 13.3
Analysis 10.37
13-3 Fundamentals 13.6
10-9 ComplexPumpingSystem
13-4 TypesofMotorsforPumpDrivers 13.9
H-QCurves 10.43
13-5 CharacteristicsofSquirrel-Cage
10-10 References 10.43
InductionMotors 13.12
13-6 MotorSpeed 13.12
13-7 MotorVoltage 13.13
13-8 Enclosures 13.14
Chapter 11
13-9 Insulation 13.15
Types of Pumps 11.1 13-10 Squirrel-CageMotors 13.16
13-11 FrequencyofMotorStarts 13.20
RICHARDO.GARBUS
13-12 MiscellaneousMotorFeatures 13.21
11-1 GeneralClassificationsofPumps 11.1
13-13 SpecifyingPumpingUnitDrivers 13.23
11-2 ClassificationofCentrifugalPumps 11.6
13-14 DefinitePurposeInductionMotors 13.24
11-3 ConstructionofCentrifugalPumps 11.7
13-15 DesignChecklist 13.28
11-4 Overhung-ImpellerPumps 11.17
13-16 References 13.29
11-5 Impeller-between-BearingsPumps 11.25
11-6 ClassificationofVerticalPumps 11.25
11-7 ConstructionofVerticalPumps 11.27
11-8 TypesofVerticalPumps 11.31 Chapter 14
11-9 Positive-DisplacementPumps 11.33 Engines 14.1
11-10 SpecialPumps 11.35
GARRM.JONESANDJAMESW.SCHETTLER
11-11 SummaryofTypicalPump
Applications 11.40 14-1 SelectinganEngineDrive 14.1
11-12 References 11.41 14-2 DutyCycle 14.2
11-13 SupplementaryReading 11.41 14-3 FuelforEngines 14.4
xii Contents
14-4 Aspiration 14.7 16-2 MethodsforSpecifyingQualityof
14-5 TypesofEngines 14.7 Equipment 16.2
14-6 Rich-BurnorLean-Burn 14.8 16-3 NonrestrictiveSpecifications 16.2
14-7 ApplicationCriteria 14.8 16-4 OperatingConditions 16.4
14-8 StartingMethods 14.10 16-5 MassElasticSystemsandCritical
14-9 CoolingMethods 14.10 Speeds 16.4
14-10 Controls 14.10 16-6 PumpTesting 16.4
14-11 GovernorsforEngineControl 14.11 16-7 ShippingMajorPumpingUnits 16.8
14-12 AccessoriesforEngines 14.12 16-8 Submittals 16.8
14-13 CombustionAir 14.15 16-9 ProductData 16.9
14-14 ExhaustSilencing 14.15 16-10 Seals 16.9
14-15 PollutionControl 14.17 16-11 PumpShafts 16.9
14-16 VibrationIsolation 14.17 16-12 PumpShaftBearings 16.9
14-17 LubricationOilStorageandSupply 14.17 16-13 VerticalDriveShafts 16.9
14-18 FuelOilStorageandSupply 14.18 16-14 ElectricMotors 16.9
14-19 GaseousFuelStorageandSupply 14.18 16-15 OptimumEfficiency 16.10
14-20 ServicePiping 14.19 16-16 References 16.10
14-21 BuildingEnvelope 14.19
14-22 Ventilation 14.20
14-23 Maintenance 14.20
Chapter 17
System Design for Wastewater
Chapter 15 Pumping 17.1
Variable-Speed Pumping 15.1 GARRM.JONES
MAYOGOTTLIEBSON,ROBERTL.SANKS,ANDALANVAUSE 17-1 OrganizationandControlofthe
Process 17.1
15-1 VariableSpeedversusConstantSpeed 15.2
17-2 PreliminaryEngineering 17.2
15-2 DesignConsiderations 15.4
17-3 DetailedLayout 17.6
15-3 TheoryofVariable-SpeedPumping 15.4
17-4 DetailedDesign 17.10
15-4 PumpSelection 15.9
17-5 ExamplesofLargeLiftStations 17.11
15-5 Variable-andConstant-SpeedPumpsin
17-6 ExamplesofMedium-SizeLiftStations 17.18
SimultaneousOperation 15.12
17-7 ExamplesofSmallLiftStations 17.24
15-6 SpecialDesignConsiderations 15.13
17-8 References 17.29
15-7 AnalysisofVariable-SpeedBooster
Pumping 15.15
15-8 MinimumFlowRate 15.19
15-9 OperationsinBoosterPumping 15.22
15-10 SimultaneousOperationofV/SandC/S Chapter 18
BoosterPumps 15.24 System Design for Water
15-11 Adjustable-andVariable-SpeedDrives 15.25
Pumping 18.1
15-12 References 15.41
BAYARDE.BOSSERMANII,RICHARDJ.RINGWOOD,
MARVINDANSCHMIDT,ANDMICHAEL
G.THALHAMER
18-1 TypesofWaterPumpingStations 18.1
Chapter 16 18-2 PumpingStationFlowandPressure
Pump-Driver Specifications 16.1 Requirements 18.1
18-3 RawWaterPumpingfromRiversand
DAVIDL.EISENHAUER,THOMASM.FLEGAL, Lakes 18.5
ANDGARRM.JONES
18-4 RawWaterPumpingfromAqueducts 18.16
16-1 ComparisonofTwoApproachestoWriting 18-5 WellPumpswithElevatedTanks 18.24
Specifications 16.1 18-6 BoosterPumpingStations 18.33
Contents xiii
18-7 RetrofittingLargePumpBosins 18.44 21-2 WellPumpwithHydropneumaticTank 21.2
18-8 References 18.46 21-3 BoosterStations 21.3
18-9 SuggestedReading 18.46 21-4 High-ServicePumpingStation 21.4
21-5 SmallWastewaterLiftStation 21.5
21-6 Intermediate-SizedLiftStation 21.7
21-7 LargeWastewaterPumpingStation 21.8
Chapter 19
System Design for Sludge
Pumping 19.1
Chapter 22
CARLN.ANDERSONANDDAVIDJ.HANNA
Vibration and Noise 22.1
19-1 HydraulicDesign 19.2
19-2 TypesofPumps 19.9 JERRYG.LILLYANDWILLIAMD.MARSCHER
19-3 PumpingSystemDesign 19.13
22-1 ProblemsofVibrationandNoise 22.1
19-4 PipingSystemDesign 19.24
22-2 AvoidingVibrationProblems 22.3
19-5 Long-DistancePumping 19.28
22-3 TroubleshootingExcessiveVibration 22.11
19-6 References 19.28
22-4 IntroductiontoVibrationandNoise
Calculations 22.19
22-5 VibrationandNoiseCharacteristics 22.22
22-6 ApplicableCodes 22.25
Chapter 20
22-7 EquipmentVibration 22.29
Instrumentation and Control
22-8 VibrationIsolationTheory 22.30
Devices 20.1 22-9 VibrationIsolators 22.32
22-10 PipingVibration 22.35
ROBERTS.BENFELLANDALANVAUSE
22-11 VibrationofDriveShafts 22.46
20-1 Reliability 20.1 22-12 VibrationofStructures 22.50
20-2 InstrumentSelection 20.2 22-13 Noise 22.52
20-3 LevelMeasurements 20.5 22-14 ReducingExteriorNoise 22.59
20-4 PressureMeasurements 20.10 22-15 References 22.64
20-5 FlowMeasurementsinPipes 20.13
20-6 OpenChannelFlowMeasurement 20.20
20-7 ChlorineResidualMeasurement 20.20
20-8 UtilityandEnvironmental
Chapter 23
Measurements 20.20
20-9 PumpingUnitMonitors 20.24 Heating,Ventilating,
20-10 ControlEquipment 20.24 andCooling 23.1
20-11 ControlLogic 20.26
20-12 AltitudeValves 20.27 EARLL.HECKMAN,PERRYL.SCHAFER,ANDPHILIP
WOLSTENHOLME
20-13 MonitoringandDataAcquisition 20.27
20-14 Telemetry 20.29 23-1 NeedforHeating,Ventilating,andAir
20-15 DesignConsiderations 20.34 Conditioning 23.1
20-16 References 20.35 23-2 HVACDesignCriteria 23.4
20-17 SupplementaryReading 20.35 23-3 OdorControl 23.6
23-4 DryWellDesignGuidelines 23.11
23-5 EnergyUseandConservation 23.13
23-6 CorrosionProtection 23.15
Chapter 21
23-7 SequenceofDesignSteps 23.16
Instrumentation and Control 23-8 VentilatingSystemDesign 23.18
Applications 21.1 23-9 DesignofHeatingSystems 23.25
23-10 DesignofBuildingCooling
ROBERTS.BENFELL Systems 23.30
21-1 ProcessandInstrumentation 23-11 DesignofRefrigeratedCooling
Diagrams 21.1 Systems 23.32
xiv Contents
23-12 References 23.34 Chapter 26
23-13 SupplementaryReading 23.35
Pumping Station Design
Examples 26.1
GARRM.JONES,GARYS.DODSON,ANDTHEODOREB.
WHITON
Chapter 24
26-1 RedesignedClydeWastewaterPumping
Designing for Easy Operation
Station 26.1
and Low Maintenance 24.1
26-2 RedesignedKirklandWastewaterPumping
BAYARDE.BOSSERMANII,GEORGEJORGENSEN, Station 26.8
GARYISAAC,ANDROBERTL.SANKS 26-3 JamesonCanyonRawWaterPumping
Station 26.15
24-1 SiteSelection 24.1
26-4 References 26.18
24-2 Landscaping 24.2
24-3 Hydraulics 24.2
24-4 MechanicalConsiderations 24.6
24-5 Smooth-RunningandReliablePumps 24.8
Chapter 27
24-6 ElectricalConsiderations 24.11
24-7 ArchitecturalConsiderations 24.13 Avoiding Blunders 27.1
24-8 StandbyFacilities 24.13
ROBERTL.SANKS
24-9 Specifications 24.14
24-10 Operators’Preferences 24.14 27-1 General 27.1
24-11 SurveyofTwoThousandWastewater 27-2 Site 27.2
PumpingStations 24.24 27-3 Environmental 27.2
24-12 AuxiliarySupportSystemsinRaw 27-4 Safety 27.2
WastewaterPumpingStations 24.32 27-5 Hydraulics 27.3
24-13 References 24.33 27-6 WetWells 27.5
27-7 Pumps 27.10
27-8 Valves 27.13
27-9 Mechanical 27.15
Chapter 25
27-10 Electrical 27.16
Summary of Design 27-11 Structural-Architectural 27.16
Considerations 25.1 27-12 Specifications 27.17
27-13 Economics 27.18
GARRM.JONES,ROBERTA.‘‘RANDY’’NIXON, 27-14 TheFutureandRemodeling 27.18
RANDALLR.PARKS,ANDROBERTL.SANKS 27-15 FindtheBlunders 27.18
25-1 NeedforPumpingStations 25.2 27-16 DesignReviews 27.18
25-2 SiteSelection 25.3 27-17 Operations 27.20
25-3 ArchitecturalandEnvironmental 27-18 References 27.20
Considerations 25.5
25-4 FutureExpansion 25.10
25-5 HydraulicConstraints 25.11
25-6 TypesofPumpingStations 25.12 Chapter 28
25-7 Power,Drivers,andStandby 25.26 Contract Documents 28.1
25-8 Application-Engineered
JOHNE.CONNELLANDTHOMASM.FLEGAL
Equipment 25.30
25-9 StationAuxiliaries 25.31 28-1 General 28.1
25-10 InstrumentsandControl 25.34 28-2 BiddingandContracting
25-11 StructuralDesign 25.35 Requirements 28.2
25-12 ConcreteProtection:Coatings 28-3 TechnicalSpecifications 28.4
andLinings 25.44 28-4 SourceMaterial 28.6
25-13 CorrosionofMetals 25.46 28-5 MethodsofSpecifying 28.7
25-14 ForceMainDesign 25.51 28-6 SubmittalRequirements 28.8
25-15 References 25.52 28-7 References 28.9