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E-ISSN: 1753-7789

Volume 80, Issue 4, August 1986

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THE BASEMENTS AND SUBSTRUCTURE FOR THE NEW HEADQUARTERS OF THE HONGKONG AND SHANGHAI BANKING CORPORATION, HONG KONG.
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- pp. 851–883
- Authors: C HUMPHESON; AJ FITZPATRICK; JMD ANDERSON
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.630
- Proc. Instn Ciu. Engrs, Part 1,1986,80, Aug., 851-883 9021 ENGINEERING STRUCTURAL GROUP The basements and substructure for the new headquarters of the Hongkokgand Shanghai Banking Corporation, Hong Kong C. HUMPHESON, BSc, MSc, PhD* A. J. FITZPATRICK, BSc(Eng.), MIStructE, MHKIE* J. M. D. ANDERSON, FICE, FIStructE, FHKIE* The basements and substructure of the new bank headquarters are described, followed by a brief description of the siteand ground conditions...
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PLANNING, DESIGN AND EXECUTION OF MOVEMENT OF NAVAL TEST PLANT FROM BA RROW TO THE NORTH COAST OF SCOTLAND.
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- pp. 885–902
- Authors: CR FORD; MD ELDRIDGE
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.631
- Proc. Instn Civ. Engrs, Part 1,1986,80, Aug., 885-902 9108 GROUP ENGINEERING ENERGY Planning, design and execution movement of of naval test plant from Barrow to the north coast of Scotland c.R. FORD, BSc, FICE, FIStructE, FCIArb, MConsE* Captain M. D. ELDRIDGEt This Paper describes the heavy transportation project involved in moving the naval prototype pressurized water reactor from the shipyard at Barrow-in-Furness to the test installation at Dounreay on the north east coast of Scotland. It details the planning, design and execution of movingtwoloads weighing 2360 and 520 t by sea, off-loading them on a test building...
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TUAS SHIPYARD, SINGAPORE.
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- pp. 903–930
- Authors: IM VARLEY; DS BYROM
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.632
- Proc. lnstn Cio. Engrs, Part 1, 1986,80, Aug., 903-930 9075 ENGINEERING GROUP Tuas shipyard, Singapore The Paper describes the planning, design and construction a major new ship repair yard, of built on a reclaimed foreshore at Tuas, on the south western tip of Singapore Island. Fig. 1 shows the completed project inuse. The first phase comprised a finger pier, a dry dock for vessels up to 150000 dead weight (dwt), workshops, offices and amenity buildings as well as the shipyard infrastructure...
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CONTROL OF PROJECTS DURING CONSTRUCTION.
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- pp. 931–943
- Authors: GE NINOS; SH WEARNE
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.633
- Proc. Instn Ciu. Enyrs, Part 1, 1986,80, Aug., 931-943 9072 MANAGEMENT ENGINEERING GROUP Control of projects during construction S. H. WEARNE, BSc(Eng),PhD, FBIMT of The Paper summarizes the conclusions recent observationsof the controlof civil engineeringandbuildingprojectsunderconstructioninthe UK. The conclusionsreinforcerecommendations of previousstudies,particularlythatonepersonshouldhaveundivided of authority to achieve the objectives a project. Need for better control Better control of the cost and progress of constructing projects large and small has been repeatedly stated to be the outstanding need of building, civil engineering and heavy construction in this country...
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BOMBAY WATER SUPPLY PROJECT: DEMAND AND RESOURCE PLANNING.
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- pp. 945–967
- Authors: AP GOUDY; FM LAW
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.634
- Proc. Instn Ciu. Engrs, Part 1, 1986,80,Aug., 945-967 8978 WATER ENGINEERING GROUP Bombay water supply project: demand and resource planning A. P. GOUDY, MA, FICE, FIWES, MAKE* F. M. LAW, BSc(Eng),MICE, FIWES, MIE(Aust)f' The Paper describes the Bombay water supply system in the 1970s and the planning for implementation of the Bhatsai river schemein stages for a total yield of 1365 Ml/day. Optimum operation of the system involves integration of four major impounding reservoirs providing gravity andpumped supplies and their conveyance for treatment and distribution through 34 service reservoirs...
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THE DESIGN, CONSTRUCTION AND OPERATION OF THREE HORIZONTAL AXIS WIND T URBINES FOR THE GENERATION OF POWER.
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- pp. 969–997
- Authors: D LINDLEY; DC QUARTON
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.635
- Proc. Instn Civ. Engrs, Part 1, 1986,80, Aug., 969-997 9016 GROUP ENERGY ENGINEERING The design, construction and operation of three horizontalaxis wind turbines for the generation of power D. C . QUARTON, MA* The Wind Energy Group (WEG) has been responsible for the design, construction and commissioning of two wind turbine generators. The first of these on Burgar Hill, Orkney was commissioned in September 1983, and has since operated synchronously with the grid for more than 5300 hours. The machine has a 20 m diameter, two-bladed horizontal axis rotor and is rated at 250 kW...
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WATER RESOURCES PLANNING PRACTICE - UNITED KINGDOM AND THE STATE OF NE W JERSEY, USA: A COMPARISON.
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- pp. 999–1012
- Authors: PW DOE; FW MONTANARI; SIR N ROWNTREE; N ROWNTREE
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.636
- Proc. Instn Cio. Engrs, Part 1, 1986,80, Aug., 999-1012 9017 GROUP WATER ENGINEERING Water resources planning practiceUnited Kingdom and the State of New Jersey, USA: a comparison F. W. MONTANARI, PE Sir Norman ROWNTREE, F I C E t UK and the State of New Jersey in the USA have faced Over the past century both the recurrent water shortages (Table 1). During these periods of drought water use restrictions were imposed across substantial land areas. Both governmental and public concern provided impetus to find ways to improve the reliability of water resources for public supplies following severe drought conditions...
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DESIGN OF A FLEXIBLE RAFT FOUNDATION OF IRREGULAR SHAPE.
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- pp. 1013–1038
- Authors: JA HOOPER; A PHILIASTIDES
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.637
- Proc. Instn Ciu. Engrs, Part 1, 1986,80, Aug., 1013-1038 9078 GROUND ENGINEERING GROUP Design of a flexible raft foundetion of irregular shape J. A. HOOPER, MEng, PhD, DIC, MICE, MIStructE* A. PHILIASTIDES, BSc* This Paper describes the analysisand design of a flexible plain raft foundation for a low-rise office building of irregularplan shape supported on interbedded sand andclay strata. Hydrostatic groundwater pressure acts on the basement raft, and superstructure loads are applied principally through widely spaced columns...
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LECTURE. BRUNEL - AN ENGINEER BEFORE HIS TIME.
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- pp. 1039–1049
- Authors: IM CAMPBELL; IK BRUNEL; GWR
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.638
- k`roc. znstn ch. Engrs, Part 1,1986,80,Aug., 1039-1049 LECTURE Paper 9101 TRANSPORTATION ENGINEERING GROUP Brunel -an engineer before his time Today we are accustomed to constant exhortation to change, to meet the challenge of evolving technology, ever to seek new levels of higher productivity in . order to keep in the international race for survival in the developed nations. Two hundred years ago similar cries were being heard, although without the benefits of modern media coverage and analysis. At the turn of the century the valleys of Yorkshire and the cottonmill towns of Lancashire were being changed into large industrial complexes, drawing poor rural workers in the search for a new life...
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TECHNICAL NOTE. A NOVEL AND ECONOMIC FLOOD RELIEF SCHEME FOR MITHIANI SETTLEMENT.
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- pp. 1051–1055
- Author: KB KHUSHALANI
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.639
- Proc. Znstn Ciu. Engrs, Part 1, 1986,230, Aug., 1051-1055 TN 464 A novel and economic flood relief scheme for Mithiani settlement K. B. KHUSHALANI, BE* Mithiani, a small town in Pakistan, was in 1946 in danger of being eroded by the River Indus.Thenovelsuggestion of atreegroyneto be builtacrosstheriverprovedtobe successful in diverting the river. The method consisted of stretching a length of wire across the river, supporting it at intermediate points and then hanging live Babul trees (thorny Acacia arabica)upside down from it...
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8827-9 DISCUSSION. THE EMPINGHAM RESERVOIR PROJECT.
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- pp. 1057–1081
- Authors: AJM WINDER; RG COLE; GE BOWYER; RC BRIDLE; PR VAUGHAN; HN JONES; JM MCKENNA; P HORSWILL; EJ SMITH; JA CHARLES; BA MAXWELL; HR TAYLOR; A BIGGART; DG DICKENS; RJ CHANDLER; WJF RAY; F HUGHES
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.640
- Proc. Instn Cit.. Engrs, Part 1, 1986,80, Aug., 1057-1081 ENGINEERING MANAGEMENT GROUP 8827-9 DISCUSSION The Empingham Reservoir project A. J. M. Winder, R. G. Cole and G. E. Bowyer R. C. Bridle, P. R. Vaughan and H. N. Jones J. M. McKenna. P. Horswill and E. J. Smith Mr Cole, Watson Hawksley, Paper 8827 The promoters hadoriginally intended to proceed with Empingham reservoir and Manton reservoir which would have been located nearby on the River Chater...
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8921-7 DISCUSSION. GREATER CAIRO WASTEWATER PROJECT.
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- pp. 1083–1108
- Authors: DGM ROBERTS; EW FLAXMAN; AD KELL; CM BOSKER; IWM MOIR; RS DARLING; J DRAKE; TD HALL; MW GRAY; TA SWAYNE; JF GRIMES; IH ELLIOTT; RL SPOLTON; WD SKINNER; KP PRONSKE; DA SCOTT; M BICKNELL; PA BANKS; WIL
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.641
- Proc. Instn Ciu. Engrs, Part 1, 1986,80, Aug., 1083-1 108 8921-7 DISCUSSION WATER ENGINEERING GROUP Greater Cairo wastewater project History, development and management philosophy. and Paper D. G. M. ROBERTS E. W. FLAXMAN. 8921 Organization, financial arrangements and contract strategy. A. D. KELL, M. BOSKER I. W. M. MOIR. Paper 8922 C. and Studies and master plan. R. S. DARLING andDRAKE. J. Paper 8923 Rehabilitation works...
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PLANNING, DESIGN AND CONSTRUCTION OF THE GREAT GRIMSBY SEWAGE OUTFALL. DISCUSSION.
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- pp. 1109–1127
- Authors: C MASON; K J FLEMONS; A G TAYLOR; D O LLOYD; G OGLANBY; B E WATERS; T G WALKER; R A FALCONER; P H OWENS; A PALMER; M J BROWN; B E EXTON; E W FLAXMAN; J MANNING; P NEVILLE JONES; P NEVILLE JONES; CHAR
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.642
- Proc. lnstn Ciu. Engrs, Part 1,1986,80, Aug., 1109-1127 8883 DISCUSSION WATER ENGINEERING GROUP Planning, designand construction of the Great Grimsby sewage outfall C. Mason, K. J. Flemons and A. G. Taylor Mr Mason, Mr Flemons and Mr Taylor Detailed investigation was made of the estuary and the proposed design to comply with the latest marine treatment guidelines. Even with COPA Part I1 and the various EEC directives the Engineer is still faced with the difficult task of evaluating the available data and making recommendations without all the input for the equations...
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THE PLANNING, DESIGN AND CONSTRUCTION OF A BYPASS THROUGH AN AREA OF OUTSTANDING NATURAL BEAUTY.
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- pp. 1129–1139
- Authors: R HODGEN; CR FORD; DE NEALE; GH MORROW; L CLEMENTS; P FELLS; RL WILSON; AW SHUILSTON; G CAMERON; HL YEADON; W THOMAS; J DERRINGTON; RH STEWART; WA FRANCIS; E O`LEARY; JA ATKINS
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.643
- Proc. Instn Ciu. Enyrs, Part 1, 1986,80, Aug., 1129-1 139 8908 DISCUSSION ENGINEERING MANAGEMENT GROUP The planning, design and construction a bypass of through an area outstanding natural beauty of R.Hodgen and C . R.Ford Mr Hodgen and Mr Ford The Pitlochry scheme was commended by the Saltire Society in the following terms: `In recognition of the choice of line for the bypass and the harmonious integration of that line with the natural landform in an environmentally sensitive area' andit is these aspectsof the scheme to which we will address ourselves...
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EXTENSION OF THE PICCADILLY LINE TO TERMINAL 4 HEATHROW. DISCUSSION.
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- pp. 1141–1152
- Authors: G D SABINE; E SKELTON; C F BONNETT; J FIELD; A J RUNACRES; R D MCKENZIE; J T MANNING; J L ASHFORD; J BUCHANAN; N S COLLIE; R N CRAIG; A W SHILSTON; M KNIGHTS
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.644
- Proc. l n s m Cio. Enyrs, Part 1, 1986,80, Aug.,1141-1 152 8945 DISCUSSION TRANSPORTATION ENGINEERING GROUP Extension of the Piccadilly Line to Terminal 4 Heathrow G. D. Sabine and E. Skelton Mr C.F. Bonnett, London Underground Ltd The planning, design and construction of this extension of the Piccadilly Line has been the fastest soft ground tunnelling project anywhere in the world. In one week 54 m were completed and in one of the 10-hour shifts about 20 m of tunnelling were completed, 38 m in one 24-hoursession...
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INFORMAL DISCUSSION. COMPUTER AIDED BRIDGE DESIGN.
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- pp. 1153–1158
- Authors: JE GOLDEN; AM LOW; S SHANMUGAM; RM WALSHAM
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.645
- Proc. Insm Ciu. Engrs, Part 1, 1986,80, Aug., 1153-1 158 INFORMAL DISCUSSION ENGINEERING MANAGEMENT GROUP Computer aided bridge design Introducers J. E. GOLDEN, BSc, MICE* A. M. LOW, MA (Cantab), MICE? S. SHANMUGAM, MSc, MICE$ Reporter R. M. Walsham, BE, IPENZ, MICE? Mr J. E. Golden began the meeting by describing the two parts of thedesign process. He said that initially the designer must solve the load paths through a structure and then establish the adequacies of individual members to carry these loads...
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INFORMAL DISCUSSION. COMPUTER AIDED DESIGN EDUCATION - CADED.
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- pp. 1159–1162
- Authors: RP DICKENSON; JEE SHARPE; JO SURTEES; B PARSONS
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.646
- Proc. Instn Ciu. Enyrs, Par1 1, 1986,80, Aug., 1159-1 162 INFORMAL ENGINEERING DISCUSSION MANAGEMENT GROUP Computer aideddesign education-CADED Introducers R. P. DICKENSON, BSc, MSc, PhD* J. E. E. SHARPE, PhD, MIEE, MIMechE, MInstMCt J. 0. SURTEES, BSc, MICE1 Reporter B. Parsons, BSc, PhD, MIMechEt - Thetopicwasintroduced by threeacademics (two mechanical andone civil engineer) toan audiencecomprisingmarginally more academics than industrialists. Dr Dickenson described a CAD facility which had been in use in the School of Engineering of Thames Polytechnic for the past two years...
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CORRIGENDUM. THE STRUCTURAL DESIGN OF HEAVY INDUSTRIAL PAVEMENTS.
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- pp. 1165
- Authors: J KNAPTON; JW BULL
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.647
- Corrigendum The structural design of heavy industrial pavements. (8841 Discussion) J. KNAPTON. Proc. Instn Civ. Engrs, Part 1, 1986,80, Apr., 559-573. O n p. 562, the position of the discussion contribution by Dr J. W. Bull is incorrect. It consists of one paragraph, effectively $ 74, on p. 562 but should occur after $ 73 of the contribution by Dr Brunton and Professor Brown and before that of Mr Lilley. From 9 69, p...
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CORRIGENDUM. COLLIFORD DAM SAND WASTE EMBANKMENT AND ASPHALTIC CONCRET E MEMBRANE.
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- pp. 1165
- Authors: TA JOHNSTON; JD EVANS; FF POSKITT
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.648
- Corrigendum The structural design of heavy industrial pavements. (8841 Discussion) J. KNAPTON. Proc. Instn Civ. Engrs, Part 1, 1986,80, Apr., 559-573. O n p. 562, the position of the discussion contribution by Dr J. W. Bull is incorrect. It consists of one paragraph, effectively $ 74, on p. 562 but should occur after $ 73 of the contribution by Dr Brunton and Professor Brown and before that of Mr Lilley. From 9 69, p...
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ICE - Institution of Civil Engineers - Virtual Library

ICE Proceedings

Volume 80, Issue 4, August 1986