Port Works Design Manual : Part 2

More documents

Recommendations

Info

2© The Government of the Hong Kong Special Administrative RegionFirst published, March 2004Prepared by :Civil Engineering Office,Civil Engineering Department,101 Princess Margaret Road,Homantin, Kowloon,Hong Kong.Purchased orders should be placed with :Publications Sales Section,Information Services Department,Room 402, 4/F, Murray Building,Garden Road,Hong Kong.Price in Hong Kong : HK$58Price overseas : US$12.5 (including surface postage)An additional bank charge of HK$50 or US$6.5 is required per cheque made in currenciesother than Hong Kong dollars.Cheques, bank drafts or money orders must be made payable toThe Government of the Hong Kong Special Administrative Region
3FOREWORDThe Port Works Design Manual presents recommended standards and methodologiesfor the design of marine works in Hong Kong. It consists of five separate volumes, namely,Part 1 to Part 5. Part 1 mainly covers design considerations and requirements that aregenerally applicable to various types of marine works. Part 2 to Part 5 are concerned withspecific design aspects of individual types of works including piers, dolphins, reclamation,seawalls, breakwaters and beaches. This Manual supersedes the Port Works Manual, ofwhich the contents were prepared in the 80’s.This document, Port Works Design Manual : Part 2, gives general guidance andrecommendations on the design of piers and dolphins. It was prepared by a workingcommittee comprising staff of the Civil Engineering Office with reference to the latestinternational and local marine works design standards, manuals and research findings inconsultation with Government departments and engineering practitioners. Many individualsand organizations made very useful comments, which have been taken into account indrafting the document. An independent review was also undertaken by experts in relevantfields before the document was finalized. All contributions are gratefully acknowledged.Practitioners are encouraged to comment at any time to the Civil Engineering Officeon the contents of this document, so that improvements can be made to future editions.K C CHINGHead, Civil Engineering OfficeFebruary 2004
Page 1: PORT WORKS DESIGN MANUALPART 2Guide
Page 5 and 6: 5CONTENTSPageNo.TITLE PAGEFOREWORDC
Page 7 and 8: 7PageNo.4.3.1 Loading Conditions 45
Page 9 and 10: 91. INTRODUCTION1.1 PurposeThe purp
Page 11 and 12: 112. DESIGN CONSIDERATIONS OF PIERS
Page 13 and 14: 13sway and yaw, are subject to the
Page 15 and 16: 152.4.3 Environmental ImpactIt is i
Page 17 and 18: 17This will make berthing difficult
Page 19 and 20: 19below the pier deck in the case o
Page 21 and 22: 21provide a larger energy absorptio
Page 23 and 24: 23• The design of the vertical po
Page 25 and 26: 25Where small vessels will use the
Page 27 and 28: 273. PILED DECK PIERS3.1 GeneralThe
Page 29 and 30: 29maximum wave height H max . For d
Page 31 and 32: 313.4 MooringsBollards should norma
Page 33 and 34: 33depending on whether preliminary
Page 35 and 36: 35chloride content exceeds the thre
Page 37 and 38: 37water or aggressive ions into con
Page 39 and 40: 39against corrosion for the design
Page 41 and 42: 41Section 8 of the GS requires all
Page 43 and 44: 434. SOLID PIERS4.1 GeneralTypical
Page 45 and 46: 45For overturning, it is recommende
Page 47 and 48: 47Manual.Reference should be made t
Page 49 and 50: 494.8 Construction4.8.1 GeneralThis
Page 51 and 52: 51For rock armour layers and underl
Page 53 and 54:
535. DOLPHINS AND FLOATING PIERS5.1
Page 55 and 56:
55Rigid dolphins may be of solid co
Page 57:
57pontoon. The dimensions and incli
Page 60 and 61:
60The Wu Kai Sha Public Pier (Plate
Page 63 and 64:
63REFERENCESBSI (1988). Maritime St
show all

Port Works Design Manual : Part 2

Create successful ePaper yourself

Delete template?

Save as template?