ACI 210 : 1987(R1993)
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
EROSION OF CONCRETE IN HYDRAULIC STRUCTURES
07-23-2013
01-12-2013
Part 1 - Causes of erosion
Chapter 1 - Introduction
Chapter 2 - Erosion by cavitation
2.1 Mechanism of cavitation
2.2 Cavitation index
2.3 Cavitation damage
Chapter 3 - Erosion by abrasion
3.1 General
3.2 Stilling basin damage
3.3 Navigation lock damage
3.4 Tunnel lining damage
Chapter 4 - Erosion by chemical attack
4.1 Sources of chemical attack
4.2 Erosion by mineral-free water
4.3 Erosion by miscellaneous causes
Part 2 - Control of erosion
Chapter 5 - Control of cavitation erosion
5.1 Hydraulic design principles
5.2 Cavitation indexes for damage and construction
tolerances
5.3 Using aeration to control damage
5.4 Fatigue caused by vibration
5.5 Materials
5.6 Materials testing
5.7 Construction practices
Chapter 6 - Control of abrasion erosion
6.1 Hydraulic considerations
6.2 Material evaluation
6.3 Materials
Chapter 7 - Control of erosion by chemical attack
7.1 General
7.2 Control of erosion by mineral-free water
7.3 Control of erosion from bacterial action
7.4 Control of erosion by miscellaneous chemical
causes
Part 3 - Maintenance and repair of erosion
Chapter 8 - Periodic inspections and corrective action
8.1 General
8.2 Inspection program
8.3 Inspection procedures
8.4 Reporting and evaluation
Chapter 9 - Repair methods and materials
9.1 Design considerations
9.2 Methods and materials
Chapter 10 - References
10.1 Specified and/or recommended references
10.2 Cited references
Appendix - Notation
This report outlines the causes, control, maintenance, and repair of erosion in hydraulic structures. Such erosion occurs from three major causes: cavitation, abrasion, and chemical attack. Design parameters, materials selection and quality, environmental factors, and other issues affecting the performance of concrete are discussed. Evidence exists to suggest that given the operating characteristics and conditions to which a hydraulic structure will be subjected, it can be designed to mitigate future erosion of concrete. All too often, however, operational factors change or are now clearly known and hence erosion of concrete surfaces occurs and repairs must follow. This report briefly treats the subject of concrete erosion and repair and provides numerous references to detailed treatment of the subject.
Committee |
210
|
DocumentType |
Standard
|
PublisherName |
American Concrete Institute
|
Status |
Superseded
|
SupersededBy |
ACI 503R : 1993 | USE OF EPOXY COMPOUNDS WITH CONCRETE |
ACI 347 : 2004 | CONCRETE FORMWORK, GUIDE TO |
ASTM C 535 : 2016 : REDLINE | Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine |
ACI 304 : 1973 | MEASURING, MIXING, TRANSPORTING, AND PLACING OF CONCRETE, PRACTICE FOR, |
ACI 302.1R : 2015 | GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION |
ACI 548R : 77(R1981) | POLYMERS IN CONCRETE |
ACI 201.2 : 1992(R1997) | GUIDE TO DURABLE CONCRETE |
ACI 207.3 : 1979(R1985) | PRACTICES FOR EVALUATION OF CONCRETE IN EXISTING MASSIVE STRUCTURES FOR SERVICE CONDITIONS |
ACI 544.2R : 2017 | REPORT ON THE MEASUREMENT OF FRESH STATE PROPERTIES AND FIBER DISPERSION OF FIBER-REINFORCED CONCRETE |
ACI PRC-506 : 2016 | GUIDE TO SHOTCRETE |
ACI 223 : 1998 | PRACTICE FOR THE USE OF SHRINKAGE-COMPENSATING CONCRETE |
ACI 544.1R : 1996 | REPORT ON FIBER REINFORCED CONCRETE |
ACI 309 : 1982 | PRACTICE FOR CONSOLIDATION OF CONCRETE |
ACI 308 : 92(R1997) | PRACTICE FOR CURING CONCRETE |
ACI PRC-201.1 : 2008 | GUIDE FOR CONDUCTING A VISUAL INSPECTION OF CONCRETE IN SERVICE |
ASTM C 418 : 2012 : REDLINE | Standard Test Method for Abrasion Resistance of Concrete by Sandblasting |
ASTM C 881 : 1999 | Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete |
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