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Chapter
Appendix 4: Contents of the CD-ROM, Template for Change
Source: Strategic Risk: A Guide for Directors, January 2006, pages 31 - 32

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Article
ENGINEERING CONFERENCE, 27TH MAY 1897, APPLICATIONS OF ELECTRICITY. THE DECIMAL SYSTEM IN ENGINEERING MEASUREMENT. (ABSTRACT).
Authors: M H P R SANKEY
Source: Minutes of the Proceedings, Volume 130, Issue 1897, January 1897, pages 218 -
218 ENGINEERING CONFEREFCE. [Conference 27 MAY, 1897.-No. " 1 . The Decimal System in Engineering Measurement." By M. HENRY RIALLSANKEY, P. Capt. R.E. (ret.), M. Inst. C.E. After brieflydiscussing the advantages of the metric system, the Author described the results of its introduction into theworks of Messrs. Willans anCi Robinson. Wherever gauges and templates were used, the question of their measurement in inches or millimetres was not a matter of much importance...

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Article
ADDENDUM. CORRESPONDENCE ON CALCUTTA TRIAL MONOLITHS AND BOMBAY HARBOUR TIDAL MODEL.
Authors: J MCCLURE, BD RICHARDS
Source: Minutes of the Proceedings, Volume 232, Issue 1931, January 1931, pages V -
VOL. 232. CORRIGENDUM. Plate 6 , Fig. 2. 57 miles." For " To Grampians 40 miles " read `` To Grampians ADDENDUM. Page 110. ( M r . McCZzwe's Rep'y to the Cwrespondence.) In reply to Mr. Mitchell's question, the object of using eight curves of various heights on the tide template had been to produce a sequence o tides of differing f height,s conforming as nearly as possible to the sequence in Nature, where the high spring tides gradually died down to low neaps and rose again to springs...

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Article
IMPROVED FLOW THROUGH BRIDGE WATERWAYS BY ENTRANCE ROUNDING
Authors: L HAMILL
Source: Proceedings of the ICE - Municipal Engineer, Volume 121, Issue 1, March 1997, pages 7 - 21
EVALUATION OF RESPONSE OF BRICKWORK ARCH 1111 2 3 4 5 6 7 8 Improved flow through bridge waterways by entrance rounding L. Hamill, BSc, PhD, CEng, MICE, MCIWEM As part of a larger study of the hydraulics of single-span arch bridges, the improvement to the waterway flow that can be obtained by rounding the entrance of the opening has been investigated in the laboratory using hydraulic models. Both curved and chamfered entrances to bridges with arched and rectangular waterways have been evaluated. It was found that a rounded entrance was usually superior to a chamfer...

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Article
SOUTH-EAST FORTIES PROJECT.
Authors: IG LIVETT
Source: ICE Proceedings, Volume 86, Issue 3, June 1989, pages 445 - 459
Proc. Instn Ciu. Engrs, Part 1,1989,86, June, 445-459 9413 South-East Forties Project I. G. LIVETT, BEng, MICE* ThePaperdescribestheSouthEastFortiesProjectwhich was thedevelopment of an extension to the Fortiesoilfield in the UK sector of the North Sea. The project began in 1984 and involved the provision ofa minimum facilities satellite platform, tied into and controlled from the existing Forties field. No permanent process or power generation facilities are providedonthenewplatform. All productionfluidsaretransmitted bypipeline to the is existing platforms for processing, and electrical powerimported by submarine cable...

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Article
A NEW PLAN OF CONSTRUCTION OF SLIDING GATES FOR THE ENTRANCE LOCKS OF DOCKS, & C..
Authors: J C SINGELS
Source: Minutes of the Proceedings, Volume 1, Issue 1839, January 1839, pages 78 - 79
78 templates of the arch-stones. The centering was eased on the on the fortyforty-first day after the arch waskeyed,andstruck second day; the arch subsided one inch during the erection of the work, and an after half inch first easing the centering; two inches having beenallowedfor thewhole subsidence. The arch being completed, the abutments and wing walls were brought up to their proper level, and the cornice and parapets added; the crown of the arch and top of the abutments were covered with concrete, 1 foot 6 inches thick, which foot-paths upon the of Aberdeen granite the and roadway of screened gravel are laid...

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Article
CORRESPONDENCE. CONSTRUCTION OF THE NEW ENTRANCE TO TRANMERE DOCK.
Authors: W T HALCROW, M F G WILSON
Source: Minutes of the Proceedings, Volume 221, Issue 1926, January 1926, pages 268 - 270
268 The Buthor. checked CORRESPONDENCE ON TRANYEEE DOCK. [Minutes of with templates and straight-edges in the manner described by Mr. Mitchell, and no subsequent local grinding down had been found necessary. Forcuttingthe dovetails in the old wall hydraulic jacks had been experimented with, but not successfully. Hc was obliged to Mr. Varley for t>he interesting information given as to the working of t'he caisson since its construct,ion. Correspondence. Halcrow. Mr. wilson. Mr. W. T. HALCROW considered that blockwork coffer-dams had obvious advantages where the blocks could be utilized later in the permanent work...

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Article
ABSTRACT. A SUGGESTION FOR HORIZONTAL AND VERTICAL CURVES.
Authors: O VAN DEURS
Source: ICE Proceedings, Volume 25, Issue 4, August 1963, pages 525 - 532
Paper No. 6592 ASUGGESTION FOR HORIZONTAL AND VERTICALCURVES by Otto van D e w , M.Sc., A.M.I.C.E. County Engineer, Ontario, Canada Abstract * INTRODUCTION HAVING found the staking of horizontal curves witha theodolite often a rather cumbersome task in the field and templates for curves with spirals lacking for use in the office, but also seeking a method for direct calculation of grades of vertical curves, the Author developed the following formula and calculated tables which have proved quite useful in the office as well as in the field...

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Article
BOMBAY HARBOUR SURVEY AND TIDAL MODEL. (INCLUDES PLATES AT BACK OF VOLUME).
Authors: J MCCLURE
Source: Minutes of the Proceedings, Volume 232, Issue 1931, January 1931, pages 66 - 79
66 McCLURE ON BOMBAY IIARBOUR SURVEY [MiuW of (Paper No. 4769.) `I Bombay Harbour Survey and Tidal Model." By JOHN MCCLURE,M. Inst. C.E. BOMBAY the chief port of Western India and the capital of the is BombayPresidency. It is situated on an island about 25 square miles in areaandhas a population of 1,176,000. The harbour (Big. 1, Plate 2) is a deep arm of the sea sheltered between the island of Bombay and the mainland, with a navigable length, for big ships, of 14 miles, a width ranging from 4 to 6 miles, and an effective area of about 70 square miles...

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Article
You or your institution have access to this content DISCUSSION. HIGH CAPACITY OIL LOADING TERMINAL AT KHARG ISLAND.
Authors: GB MARRIOTT, JAN DENNIS, RW POSTLETHWAITE, JEG PALMER, DA FOX, J VAN DEN BERG, W CALDERWOOD, JB HOLT, ALL BAKER, J FLUORNOY, PA COX, GE DENT, CJ CONWAY, RH FLETCHER
Source: ICE Proceedings, Volume 56, Issue 3, August 1974, pages 365 - 372
7673 DISCUSSION High capacity oil loading terminal at Kharg Island G. B. MARRlOTT& J. VAN DEN BERG Mr Marriott In amplification of 0 51, the tensile shaft friction as estimated by the geotechnical consultant was exceeded by 23 times. 69. Perhapsthe greatest achievement ofthe Kharg 4 project is the fiscalized metering system with its design tanker loading rate of 30 000 ton/h, using ten 18 in.. meters of 0.02% repeatability and +O.lO% linearity. This is by far the largest capacity system accepted by any government, without recourse or reference to tankdipping measurement...
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