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ACI 210 : 1987(R1993)

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by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

Superseded date

23-07-2013

Superseded by

ACI 210R : 1993

Published date

12-01-2013

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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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