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AS
AS 2200-1978

AS 2200-1978

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by
superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Design charts for water supply and sewerage

Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Superseded date

06-30-2017

Language(s)

English

Published date

01-01-1978

Publisher

Standards Australia

Preview

1 - AS 2200-1978 DESIGN CHARTS FOR WATER SUPPLY AND SEWERAGE
4 - PREFACE
4 - CONTENTS
5 - FOREWORD
6 - CHARTS FOR HYDRAULIC DESIGN OF PIPES
6 - CHART 1. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA - k = 0.003 mm
7 - CHART 2. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 0.006 mm
8 - CHART 3. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 0.015 mm
9 - CHART 4. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 0.03 mm
10 - CHART 5. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 0.06 mm
11 - CHART 6. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 0.15 mm
12 - CHART 7. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 0.30 mm
13 - CHART 8. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 0.60 mm
14 - CHART 9. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 1.50 mm
15 - CHART 10. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 3.00 mm
16 - CHART 11. HYDRAULIC DESIGN OF PIPES-COLEBROOK-WHITE FORMULA-k = 6.00 mm
17 - CHART 12. HYDRAULIC DESIGN OF PIPES-HAZEN AND WILLIAMS FORMULA- C= 100; D= 10 mm to 100 mm
18 - CHART 13. HYDRAULIC DESIGN OF PIPES-HAZEN AND WILLIAMS FORMULA- C= 120; D= 10 mm to 100 mm
19 - CHART 14. HYDRAULIC DESIGN OF PIPES-HAZEN AND WILLIAMS FORMULA- C= 140; D= 10 mm to 100 mm
20 - CHART 15. HYDRAULIC DESIGN OF PIPES-HAZEN AND WILLIAMS FORMULA- C= 50 TO 160; D= 50 mm to 500 mm
21 - CHART 16. HYDRAULIC DESIGN OF PIPES-HAZEN AND WILLIAMS FORMULA- C= 50 TO 160; D= 300 mm to 2500 mm
22 - CHART 17. HYDRAULIC DESIGN OF PIPES-MANNING FORMULA-D= 60 mm to 2000 mm
23 - CHART 18. HYDRAULIC DESIGN OF PIPES-PROPORTIONAL VELOCITY AND DISCHARGE IN PART-FULL CIRCULAR SECTIONS
24 - CHART 19. HYDRAULIC DESIGN OF PIPES-GUIDE TO RESISTANCE COEFFICIENTS OF VALVES AND FITTINGS FOR FLUID FLOWS
25 - APPENDIX A - EXAMPLES-COLEBROOK-WHITE CHARTS
26 - APPENDIX B - EXAMPLE - RESISTANCE COEFFICIENT CHART

Gives charts intended to provide designers with a reasonably accurate basis for design of pipe systems. The charts are based on the Manning, Hazen and Williams and Colebrook-White formulae. The Colebrook-White charts have been drawn for a temperature of 20 degrees Celsius and cover eleven k factors ranging from 0.003 mm up to and including 6 mm, together with calculated examples. A tabulated guide to roughness coefficients of valves and fittings with calculated examples is also included.

Committee
PL-045
DocumentType
Standard
ISBN
0 7262 1535 X
Pages
21
PublisherName
Standards Australia
Status
Superseded
SupersededBy

Under Revision see DR 00340 CP

AS/NZS 3500.3:2003 Plumbing and drainage Stormwater drainage
AS 2419.1-1994 Fire hydrant installations - System design, installation and commissioning
AS/NZS 3500.3.2:1998 National plumbing and drainage Stormwater drainage - Acceptable solutions

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Hardcopy - English
PDF 1 User - English
PDF 3 Users - English
PDF 5 Users - English
PDF 9 Users - English
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