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ASME PTC 18 11:2011 Edition

$98.04

ASME PTC 18 Hydraulic Turbines and Pump-Turbines

Published By Publication Date Number of Pages
ASME 2011 96
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PDF Catalog

PDF Pages PDF Title
5 Figures
6 Tables
7 NOTICE
8 FOREWORD
10 COMMITTEE ROSTER
11 CORRESPONDENCE WITH THE PTC 18 COMMITTEE
13 Section 1 Object and Scope
1- 1 OBJECT
1- 2 SCOPE
1- 3 UNCERTAINTIES
14 Section 2 Definitions and Descriptions of Terms
2-1 DEFINITIONS
2-2 INTERNATIONAL SYSTEM OF UNITS (SI)
2-3 TABLES AND FIGURES
2-4 REFERENCE ELEVATION, ZC
2-5 CENTRIFUGAL PUMPS
15 2-6 SUBSCRIPTS USED THROUGHOUT THE CODE
2-2-1 Conversion Factors Between SI Units and U.S. Customary Units of Measure
16 2-3-1 Letter Symbols and Definitions
22 2-3-2M Acceleration of Gravity as a Function of Latitude and Elevation, SI Units (m/s2)
23 2-3-2 Acceleration of Gravity as a Function of Latitude and Elevation,U.S. Customary Units (ft/sec2)
2-3-3M Vapor Pressure of Distilled Water as a Functionof Temperature, SI Units (kPa)
24 2-3-3 Vapor Pressure of Distilled Water as a Function ofTemperature, U.S. Customary Units (lbf/in.2)
25 2-3-4M Density of Water as a Function of Temperature and Pressure, SI Units (kg/m3)
26 2-3-4 Density of Water as a Function of Temperature and Pressure,U.S. Customary Units (slug/ft3)
27 2-3-5 Coefficients Ii, Ji, and ni
28 2-3-6M D ensity of Dry Air, SI Units (kg/m3)
2-3-6 Density of Dry Air, U.S. Customary Units (slug/ft3)
29 2-3-7M Density of Mercury, SI Units (kg/m3)
30 2-3-7 Density of Mercury, U.S. Customary Units (slugs/ft3)
31 2-3-8M Atmospheric Pressure, SI Units (kPa)
2-3-8 Atmospheric Pressure, U.S. Customary Units (lbf/in.2)
32 2-3-1 Head Definition, Measurement and Calibration, Vertical Shaft Machine With Spiral Caseand Pressure Conduit
33 2-3-2 Head Definition, Measurement and Calibration, Vertical Shaft Machine With Semi-Spiral Case
34 2-3-3 Head Definition, Measurement and Calibration, Bulb Machine
35 2-3-4 Head Definition, Measurement and Calibration, Horizontal Shaft Impulse Turbine (One or Two Jets)
36 2-3-5 Head Definition, Measurement and Calibration, Vertical Shaft Impulse Turbine
37 2-4-1 Reference Elevation, Zc, of Turbines and Pump-Turbines
38 Section 3 Guiding Principles
3-1 GENERAL
3-2 PREPARATIONS FOR TESTING
3-2.1 General Precaution
3-2.2 Inspection Before Test
3-2.3 Provisions for Testing
39 3-2.4 Planning a Performance Test
3-2.5 Agreements
40 3-2.6 Chief of Test
3-3 TESTS
41 3-4 INSTRUMENTS
3-5 OPERATING CONDITIONS
3-5.1 Operating Philosophy
3-5.2 Test Run Conditions
3-5.3 Permissible Deviations
3-6 DATA RECORDS
3-6.1 True Copies
3-6.2 Original Data
42 3-6.3 Analysis and Interpretation
3-5.3-1 Limits of Permissible Deviations From Specified Operating Conditions in Turbine Mode
43 3-5.3-2 Limits of Permissible Deviations From Specified Operating Conditions in Pump Mode
44 Section 4 Instruments and Methods of Measurement
4-1 GENERAL
4-2 ELECTRONIC DATA ACQUISITION
45 4-3 HEAD AND PRESSURE MEASUREMENT
4-3.1 Bench Marks
4-3.2 Static-Head Conditions
4-3.3 Free-Water Elevation
4-3.4 Measuring Wells and Stilling Boxes
4-3.4.1 Pipe-Type Stilling Wells.
4-3.4.2 Float-Gage Type Stilling Well
46 4-3.5 Plate Gage
4-3.6 Point or Hook Gage
4-3.7 Float Gage
4-3.8 Staff Gage
4-3.9 Electronic Water Level Indicator
4-3.10 Time-of-Flight Techniques
4-3.11 Liquid Manometers
4-3.12 Measurements by Means of Compressed Gas
4-3.13 Number of Devices
4-3.14 Pressure Measurement by Pressure Taps
47 4-3.14-1 Pressure Tap
48 4-3.15 Pressure Measurement
4-3.16 Pressure Measurement With RunningCalibration
4-3.15-1 Calibration Connections for Pressure Gages or Pressure Transducers
49 4-3.17 D etermination of Gravity
4-3.18 D etermination of Density of Water
4-4 FLOW MEASUREMENT
4-4.1 Introduction
4-4.2 Current Meter Method
50 4-4.2.1 Uncertainty
4-4.3 Pressure–Time Method
52 4-4.3.1 Differential Pressure Transducer
4-4.3.2 Data-Acquisition System
4-4.3.3 Acquisition of the Pressure–Time Signal
4-4.3.4 D elineation of the Pressure–Time Diagram
53 4-4.3.4-1 Example of Digital Pressure–Time Signal
54 4-4.3.4.1 Running Line Delineation
4-4.3.4.2 Static Line Delineation
4-4.3.4.3 Integration Interval Delineation
4-4.3.5 Integration of Digital Pressure–Time Signal
4-4.3.5.1 Analytical Description of NumericalIntegration
4-4.3.5.2 Numerical Integration of Pressure–TimeIntegral
55 4-4.3.6 Uncertainty
4-4.4 Ultrasonic Method
4-4.4.1 General
4-4.4.1-1 Ultrasonic Method: Diagram to Illustrate Principle
56 4-4.4.2 Circular Conduits
4-4.4.3 Rectangular Conduits
4-4.4.4 Distortions of Velocity Profile
4-4.4.1-2 Ultrasonic Method: Typical Arrangement of Transducers for an 8-Path Flowmeter in aCircular Conduit
57 4-4.4.5 Theory and Operating Principles
4-4.4.2-1 Integration Parameters for Ultrasonic Method: Four Paths in One Plane or Eight Paths inTwo Planes
58 4-4.4.3-1 Ultrasonic Method: Typical Arrangement of Transducers
59 4-4.4.4-1 Distortion of the Velocity Profile Caused by Protruding Transducers
60 4-4.4.6 Turbine-Mode Tests
4-4.4.7 Pump-Mode Tests
4-4.4.8 Factors That May Cause Asymmetry of theVelocity Profile
4-4.4.9 Using 18 Acoustic Paths
4-4.4.10 Integration Methods
61 4-4.4.11 Transducer Installation
4-4.4.6-1 Ultrasonic Method: Typical Arrangement of Transducers for an 18-Path Flowmeter in aCircular Conduit
62 4-4.4.6-2 Ultrasonic Method: Typical Arrangement of Transducers for an 18-Path Flowmeter in aRectangular Conduit
63 4-4.4.12 D ifferential Travel Times
4-4.4.13 Checks of Equipment
4-4.4.14 D isruption of the Ultrasonic Flow Measurement
4-4.4.6-1 Integration Parameters for Ultrasonic Method: 18 Paths in Two Planes
64 4-4.4.15 Uncertainty
4-4.5 D ye Dilution Method
4-4.5.1 Principles of the Method
4-4.4.11-1 Locations for Measurements of D
65 4-4.5.2 Five Steps
4-4.5.2.1 Selecting the Injection and Sampling Points
4-4.5.2.2 Preparing the Injection Solution and Standards
66 4-4.5.1-1 Schematic Representation of Dye Dilution Technique
67 4-4.5.2.1-1 Experimental Results: Allowable Variation in Tracer Concentration
68 4-4.5.2.3 Injecting and Measuring the Injection Rateof the Dye
4-4.5.2.4 Collecting Samples of the Diluted Dye
69 4-4.5.2.5 Analyzing the Concentration of the DilutedDye Samples and Calculating the Flow
4-4.5.2.5.1 Analysis Method A
4-4.5.5-1 Typical Chart Recording During Sampling
70 4-4.5.2.5.2 Analysis Method B
4-4.5.3 Accuracy
4-4.5.4 Uncertainty
4-5 POWER MEASUREMENT
4-5.1 Indirect Method
71 4-5.1-1 Three-Wattmeter Connection Diagram
72 4-5.2 Windage and Friction
4-5.1-2 Two-Wattmeter Connection Diagram
73 4-5.1-3 Measuring Instrument Burden
74 4-6 SPEED MEASUREMENT
4-6.1 General
4-6.2 A-C Interconnected Power Grid
75 4-6.3 Isolated Alternating Current Systems or Short-Term Measurements
4-6.4 Induction Generators of Motors or Direct CurrentSystem
4-7 TIME MEASUREMENT
76 Section 5 Computation of Results
5-1 MEASURED VALUES: DATA REDUCTION
5-2 CONVERSION OF TEST RESULTS TOSPECIFIED CONDITIONS
5-2.1 Turbine Mode
77 5-2.2 Pump Mode
5-3 EVALUATION OF UNCERTAINTY
5-4 COMPARISON WITH GUARANTEES
79 Section 6 Final Report
6-1 Responsibility of Chief of Test
6-2 Parties to the Test
6-3 Acceptance Tests
81 NONMANDATORY APPENDICES
A TYPICAL VALUES OF UNCERTAINTY
A-1 GENERAL
A-2 Flow Rate Uncertainty, UQ
A-3 Head Uncertainty, UH
A-4 Power Uncertainty, Up
A-5 Speed Uncertainty
82 B UNCERTAINTY ANALYSIS
B- 1 BASIS FOR UNCERTAINTY CALCULATION
B- 2 SUMMARY OF METHODOLOGY
B- 3 GENERAL APPROACH AND TURBINE EFFICIENCY EXAMPLE
84 B- 4 COMBINING UNCERTAINTIES
B- 4.1 Average of Two or More Parameters
B- 4.2 Sum or Difference of Two or More Parameters
85 B- 5 APPLICATION OVER A RANGE OF OPERATING CONDITIONS
86 C OUTLIERS
87 D RELATIVE FLOW MEASUREMENT– INDEX TEST
D- 1 D EFINITIONS
D- 2 APPLICATION
D- 3 RELATIVE FLOW RATE
D- 3.1 General
88 D- 3.2 Relative Flow Rate Measurement by the Winter– Kennedy Method
D- 3.3 Relative Flow Measurement by the Converging Taper Method
D- 3.4 Relative Flow Rate by the Friction Head Loss and Velocity Head Method
89 D- 3.5 Relative Flow Measurement as a Differential Across an Elbow
D- 3.6 Relative Flow Measurement Using Suitably Located Taps on a Bulb or Tubular Turbine
D- 3.7 Pressure Taps and Piping
90 D- 3.8 Head and Differential Pressure Measurement
D- 3.9 Effect of Variation in Exponent
D- 3.10 Power
D- 3.11 Wicket Gate and Needle Opening and Blade Angle
D- 4 COMPUTATION OF INDEX TEST RESULTS
92 D- 5 ASSESSMENT OF INDEX TEST ERRORS
93 E DERIVATION OF THE PRESSURE– TIME FLOW INTEGRAL
ASME PTC 18 11
$98.04