Capítulo 3. LA CONSOLIDACIÓN DE LA JUSTICIA SOCIAL EN LA OBRA MINUTO
4. LÍNEAS DE ACCIÓN PASTORAL: CÓMO OPTAR POR LA PERSONA, POR
4.6 La necesidad de crear conciencia de la realidad y optar por el pobre
The use of trenchless technology including relining applications outlined in Section 4 shall be carried out, and supervised by acceptable qualified and/or accredited personnel, who have successfully undertaken the following Units of Competence of the Civil Construction Training Package BCC30903.
“Successfully undertaken” shall mean “Statement of Attainment” for all those appropriate Units of Competence.
Only personnel who have successfully completed the above training programs shall be permitted to work on PE systems.
Certification details shall be carried by field personnel on-site, and be made available as required.
APPENDIX A
EQUIVALENT PIPE DIAMETERS
The following tables of equivalent pipe diameters have been produced to show the actual mean internal diameters of the CICL and AC water mains, laid extensively in the post World War II period to the mid 1970’s, compared to PE. Tables of equivalent pipe diameters with CICL and AC pressure pipes have been prepared from the pipe dimensions contained in Australian Standard Specification for Centrifugally Cast Iron Pressure Pipes for Water, Gas and Sewage (AS A145—1965) and Australian Standard Specification for Asbestos Cement Pressure Pipes and Joints (AS A41—1959). For CICL calculations, nominal values have been used, while for AC calculations, the internal diameters specified in the Standard were based upon minimum wall thicknesses. Class C CICL was most commonly used by Water Boards at that time, while for AC pipe individual Water Agency records should be consulted.
For pipe materials used since the late 1970’s consult current Australian Standards.
TABLE A1
TABLE OF EQUIVALENT PE PIPE DIAMETERS CICL PRESSURE PIPE AS A145—1965
CICL PE Size
in/DN
Class Mean ID*
in/mm
DN PN Compound Mean ID mm
4/100 C 3.68/93 110 12.5 PE 80B 89
D 3.60/91 PE 100 93
16 PE 80B 84
PE 100 89
125 12.5 PE 80B 101
PE 100 106
16 PE 80B 96
PE 100 101
6/150 C 5.74/146 160 12.5 PE 80B 130 D 5.62/143 PE 100 136
16 PE 80B 123
PE 100 130
180 12.5 PE 80B 146
PE 100 153
16 PE 80B 138
PE 100 146
8/200 C 7.63/194 250 12.5 PE 80B 203 D 7.51/191 PE 100 212
16 PE 80B 192
PE 100 203
9/225 C 8.55/217 280 12.5 PE 80B 228 D 8.41/214 PE 100 238
16 PE 80B 215
PE 100 228
10/250 C 9.57/243 315 12.5 PE 80B 256 D 9.41/239 PE 100 268
16 PE 80B 242
PE 100 256
(continued)
CICL PE Size
in/DN
Class Mean ID*
in/mm
DN PN Compound Mean ID mm
12/300 C 11.35/288 355 12.5 PE 80B 289 D 11.19/284 PE 100 302
16 PE 80B 273
PE 100 289
15/375 C 14.62/371 450 PE 80B 366 D 14.44/367 PE 100 382
PE 80B 346
PE 100 366
* Heavy lining thickness values applied.
NOTE:
Closest equivalent PE pipe size and compound combinations to match the CICL mean internal diameters can be determined by comparing mean internal diameters.
TABLE A2
TABLE OF EQUIVALENT PE PIPE DIAMETERS AC PRESSURE PIPE AS A41—1959
AC PE DN Class* Mean ID
mm
DN PN Compound Mean ID mm
100 B 101 125 12.5 PE 80B 101
C 97 PE 100 106
16 PE 80B 96
PE 100 101
150 B 155 180 12.5 PE 80B 146
C 146 PE 100 153
16 PE 80B 138
PE100 146
200 B 203 250 12.5 PE 80B 203
C 196 PE 100 212
16 PE 80B 192
PE 100 203
225 B 229 280 12.5 PE 80B 228
C 219 PE 100 238
16 PE 80B 215
PE 100 228
250 B 253 315 12.5 PE 80B 256
C 243 PE 100 268
16 PE 80B 242
PE 100 256
300 B 299 355 12.5 PE 80B 289
C 295 PE 100 302
355 16 PE 80B 273
PE 100 289
375 B 370 450 12.5 PE 80B 366
C 363 PE 100 382
16 PE 80B 346
PE 100 366
* Class B = 122 m head Class C = 183 m head NOTE:
Closest equivalent PE pipe size and compound combinations to match the AC mean internal diameters can be determined by comparing mean internal diameters.
APPENDIX B
REFERENCES FOR USE BY DESIGNERS WHEN MANAGING THE RISK OF INSTALLATION, OPERATION AND MAINTENANCE OF PE PIPELINE SYSTEMS IN
CONTAMINATED LAND
Laying Potable Water Pipelines in Contaminated Ground—Guidance Notes Report FR 0448 Nov 1994 Foundation for Water Research.
BSI (1988) Draft for Development Code of Practice for the Identification of Potentially Contaminated Land and its Investigation, DD 175:1988.
Construction Industry Research and Information Association, (1993) Guide to Safe Working Practices for contaminated Sites, CIRIA, London.
Protection of Workers and the General Public during Development of Contaminated Land (1991) Health and Safety Executive, HMSO, London.
Arnaout S and Peck R R (1988) Pipe Line Installation in Contaminated Land WRc Report ER 319E.
Wilson I and Norris M (1992) Effects of Organic Chemicals in Contaminated Land on Buried Services, WRc report for the Department of the Environment DoE 2982-(P).
Contaminated sites: legal and financial responsibility, and planning solutions/report prepared by national Capital Planning Authority for Better Cities Program AGPS 1993.
APPENDIX C STANDARD DRAWINGS C1 GENERAL
Standard Drawings that support Polyethylene Pipeline Code are included to assist understanding of the principles and methodology involved in construction of PE pipeline systems and to enhance the design and construction requirements of this Code and should be read in conjunction with them.
The Standard Drawings provide a “Deemed to Comply” solution for the installation of particular elements of a water supply or sewerage system that are specific to PE. Standard Drawings of other WSAA Codes should also be referenced as appropriate. However, the Drawings will not suit all circumstances or overcome all problems. To meet special needs, Designers and Constructors are encouraged to identify improved construction methods and other variations from the requirements set out in the drawings. Approval from local Water Agencies will be necessary before any major departures from the principles outlined in the drawings are implemented. Successful initiatives will be considered by WSAA for inclusion in future editions of this Code.
All Design Drawings should include the name of the Water Agency and have a signature block to allow confirmation that each drawing complies with Water Agency requirements.
The symbols and markings used on these Drawings are typical only and do not apply to any particular Water Agency (Refer to the individual Water Agency for their legend, symbol and layout requirements).
Individual Water Agencies may have specific information and presentation requirements, which should be determined before commencing any project. Any additional information, layout or format requirements specified by the Water Agency take precedence over these Drawings.
All special requirements including, but not limited to geotechnical requirements, embedment and compaction details, should be shown in the Design Drawings and/or the Specification.
C2 LISTING OF STANDARD DRAWINGS
DRAWING
NUMBER ACTIVITY TITLE
Equivalent 1999 DRAWING
NUMBER PIPELINE LAYOUT
WAT–1102 Typical Mains Construction Reticulation Main Arrangements WAT–200 WAT–201 WAT–1104 Typical Mains Construction DN 63 PE Cul-de-Sac Arrangement WAT–202 WAT–1105 Typical Mains Construction Connection to Existing Mains
EMBEDMENT / TRENCHFILL AND RESTRAINTS
WAT–1201 Embedment & Trenchfill Typical Arrangement WAT–100
WAT–1211 Buried Crossings Under Obstructions WAT–105
INSTALLATION PRACTICES/ STRUCTURES
WAT–1313 Flanged Joints Bolting Details FABRICATION DETAILS
WAT–1409 Hydrant Installation Fittings PE Assemblies PE–14 ACCESS STRUCTURES
SEW–1306 Maintenance Holes Alternative Drop Connections SEW–206 SEW–1317 Maintenance Holes Typical MS Cover Arrangements SEW–212