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ICE Proceedings: Engineering Divisions

E-ISSN: 0534-2767

Volume 5, Issue 2, April 1956

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EXPERIMENTS WITH HYDRAULIC MODELS OF PORT LYTTELTON.
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- pp. 1–27
- Authors: R C H RUSSELL; HRS
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.11942
- PROCEEDINGS THE INSTITUTION OF CIVIL ENGINEERS PART 1 1 1 APRIL 1956 HYDRAULIC? ENGINEERING DIVISION MEETING 25 October, 1955 Mr W. P. Shepherd-Barron, Past-President, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, thc thanks of the Division were accorded to the Author. Hydraulics Paper No. 8 EXPERIMENTS WITH HYDRAULIC MODELS OF PORT LYTTELTON bY 'i' Robert Christopher Hamlyn Russell, M.A., A.M.I.C.E., A...
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DISCUSSION. EXPERIMENTS WITH HYDRAULIC MODELS OF PORT LYTTELTON.
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- pp. 28–39
- Authors: J A CASHIN; G LACEY; E I LOEWY; F H ALLEN; L J MURDOCK; A M HAMILTON
- Document Type: Discussion
- DOI: 10.1680/ipeds.1956.11943
- 28 DISCUSSION ON EXPERMENTS WITH HYDRAULIO MODELS OF PORT LYTTELTON Discussion The A u t h o r introduced the Paper with the aid of a series of lantern slides. M r J. A. Cashin (Engineer-in-Chief to the Lyttelton Harbour Board), in a witten contribution read by the Secretary, suggested that it might be of some value to harbour engineers faced with problems at all similar to those a t Lyttelton to know something of the situation and events which had led to the hydraulic model investigations described in the Paper...
THE DEVELOPMENT OF SEWAGE TREATMENT IN THE CITY OF COVENTRY.
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- pp. 41–59
- Authors: G BERRY; C R DEELEY
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.11949
- SEWAGE TREATMENT IN THE CITY OF COVENTRY 41 He would treasure the Medd and it would always be a reminder to him of the Institution and of the Chadwick Trust and of the interest taken the subject of his in Leoture. The following Paper w w presented for discussion, and, on the motion of the Chairman, the thanks of the Division were accorded to theAuthors. Public Health Paper No. 13 THE DEVELOPMENT OF SEWAGETREATMENT IN THE CITY OF COVENTRY :: hY Granville Berry, M.I.C.E., and Cyril R...
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DISCUSSION. THE DEVELOPMENT OF SEWAGE TREATMENT IN THE CITY OF COVENTRY.
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- pp. 59–69
- Authors: C D C BRAINE; B A SOUTHGATE; A KEY; G W BENNETT; F WORMWELL; W A M ALLAN; B F P BABCOCK; C R DEELEY; G BERRY
- Document Type: Discussion
- DOI: 10.1680/ipeds.1956.11950
- SEWAQE TREAThlENT IN THE (1ITY OP UOVENTRY 59 more resistant to treatment. Certain other constituents-carboxylic acids and material similar to humic acids-have a distincteffect. The liquor residue after solvent extraction had the greatest effect of all the constituents tested separately. This contained all the ammonia and thiocyanate as well as small quantities of unidentified substances. Fixed ammonia was an important constituentof the residue. The different constituents of Hinckley retort-house liquor were also tested in the smallscale filters. The main effect of this liquor may be attributed topolyhydric phenols and ammonia...
PRESTRESSED CONCRETE AS APPLIED TO BUILDING FRAMES.
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- pp. 70–91
- Authors: F WALLEY; H C ADAMS
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.11951
- l0 WALLEY AND ADAMS ON PRESTRESSED CONCRETE STRUCTURAL AND BUILDING ENGINEERING DIVISION MEETING 22 November, 1965 Mr Ralph Freeman, Member, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, the thanks of the Division were accorded to the Authors. Structural Paper No. 45 PRESTRESSED CONCRETE AS APPLIED TO BUILDING FRAMES * t Francis Walley, MSc., A.M.I.C.E. and Hugh Campbell Adams, BSc by SYNOPSIS supported beams, acting alonoer in conjunction withi n-situ slabs; continuity in any form The early use of prestressed concrete for building work was largely confmed to simply was not attempted...
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DISCUSSION. PRESTRESSED CONCRETE AS APPLIED TO BUILDING FRAMES.
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- pp. 91–104
- Authors: A L L BAKER; D H LEE; A GOLDSTEIN; F J SAMUELY; J A DERRINGTON; E W H GIFFORD; J N LOWE; H C VISVESVARAYA; G O KEE; P B MORICE; R W PEARSON; J S SHIPWAY; F WALLEY
- Document Type: Discussion
- DOI: 10.1680/ipeds.1956.11952
- AS APPLIED TO BUILDmNQPRAM19 91 "he Paper, which was received on 17 August, 1955, is accompanied by eight photographs and seventeen sheets of diagrams and drawings, from which the half-tone page plates, the Figures in the text, and the folding Plates 1 and 2 have been prepared, and by two Appendiaes. Discussion The Authors introduced the Paper with the aid of a series of lantern slides. Professor A. L. L.Baker (Professor of Concrete Technology, Imperial College of Science and Technology) referred to three significant points in the Paper...
THE STANCHION PROBLEM IN FRAME STRUCTURES DESIGNED ACCORDING TO ULTIMATE CARRYING CAPACITY.
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- pp. 105–146
- Author: M R HORNE
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.11953
- HORNE ON THE STANCHION PROBLEM I N FRAME STRUCTURES DESIGNED ACCORDING TO ULTIMATE C-4RRYINO CAPACITY 105 STRUCTURALAND BUILDING ENGINEERING DIVISION MEETING 29 November, 1955 Mr F. M. Fuller, Member, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, the thanks of the Division were accorded to hhe Author. Structural Paper No. 46 THE STANCHION PROBLEM IN FRAMESTRUCTURES DESIGNED ACCORDING ULTIMATE TO CARRYING CAPACITY by * Michael Rex Home, M.A., Ph.D., A.M.I...
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DISCUSSION. THE STANCHION PROBLEM IN FRAME STRUCTURES DESIGNED ACCORDING TO ULTIMATE CARRYING CAPACITY.
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- pp. 146–160
- Authors: R H WOOD; J HEYMAN; E INGERSLEV; H S L HARRIS; L G JOHNSON; E GOODWIN
- Document Type: Discussion
- DOI: 10.1680/ipeds.1956.11954
- 146 H O m E ON THX YTANOHfON PROBLEM IN FRAME STLVCTOBES 17. J. F. Baker and J. W. Roderick, "The Behaviour of Stanchiom Bent in Uoubk Curmture." Welding Resectrch, vol. 2: p. 2 (Feb. 1948). 18. J. W Roderickand J. Heyman,"Approximate Methods of CalculatingCollapse . Loads of Stanchions Bent in Double Curvature." Welding Research, vol. 2, p. 63 (Aug. 1948). 19. J. F. Baker and J...
THE DIVERSION OF THE ANNALONG RIVER INTO THE SILENT VALLEY RESERVOIR.
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- pp. 161–174
- Author: C F COLEBROOK
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.11955
- COLEBROOK ON THE DIVERSION OF THE ANNALONG RIVER INTO THE SILENT RIVER VALLEY RESERVOIR 161 WORKS COKSTRUCTION DIVISION NEETIKG 20 December, 1955 DiIr A. C. Hartley, Vice-President, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, the thanks of the Division werc accorded to the r\uthor. Works Construction Paper No. 30 THE DIVERSION OF THE Ah'NALONG RIVER INTO THE SILENT VALLEY RESERVOIR by :ji Cyril Frank Colebrook, T.D., Ph...
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DISCUSSION. THE DIVSERSION OF THE ANNALONG RIVER INTO THE SILENT VALLEY RESERVOIR.
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- pp. 174–183
- Authors: H J F GOURLEY; C M ROBERTS; J C DICKINSON; E R ROWBOTHAM; M M CARMICHAEL
- Document Type: Discussion
- DOI: 10.1680/ipeds.1956.11956
- 174 COLEBROOK ON THE DIVERSION OF THE ANNALOXU ThePaper,which was received on 23 March, 1955, is accompanied by five photographs and eight sheets of drawings, from which the half-tone page plates, folding Plates 1 and 2, and the Figures in the text have been prepared. Discussion The A u t h o r introduced the Paper with the aid of a series of lantern slides. M r H. J. F. Gourley (Partner, Messrs Binnie, Deacon, and Gourley, Consulting Engineers) said that the Author had stated that, because there was no site available for construction of an impounding reservoir in the Annalong Valley, the Relfast Water Commissioners had to be advised that the only alternative was to divert the Annalong River through the tunnel into the Silent Valley reservoir...
A DESIGN CHART FOR THE ECONOMIC SECTION FOR PRESTRESSED CONCRETE BEAMS.
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- pp. 184–195
- Author: R G ROBERTSON
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.11957
- 184 ROBERTSON ON A DESIGN CHART FOR THE Paper No. 6077 ADESIGNCHARTFOR THE ECONOMIC SECTION FOR PRESTRESSED CONCRETE BEAMS * Professor Reginald George Robertson, M.A., M.I.C.E. (Ordered by the Council to be published with written discussion) by ` k E DESIQN QUANTITIES FOR given beam the moment arising from any superimposed load a t any section may be denoted byM and the momentfrom the weight of the beam itself by mA, where A denotes the area of cross-section at the section considered; both M and m are known if the layout of the beam is given...
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THE EFFECT OF UPLIFT ON GRAVITY-DAM PROFILES.
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- pp. 196–212
- Author: E H BROWN
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.12158
- l9G BROWN ON TEE EFFECT OF UPLITT ON GRAVITY-DAM PROFILlCS Paper No. 6085 THE EFFECT OF UPLIFT ON GRAVITY-DAM PROFILES bY *Eric Hugh Brown, Ph.D., B.Sc.(Eng.), D.I.C., A.M.I.C.E. (Ordered by the Council to be published with witten discussion) SYNOPSIS Graphs and simple formulae are given to show the effect of internal hydraulic uplift forces with any disposition of drains on the stresses and profile of a solid gravity dam, assuming there is a linear distribution of vertical stress in the concrete...
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THE DETERMINATION OF THE COLLAPSE LOADS OF RIGIDLY JOINTED FRAMEWORKS WITH MEMBERS IN WHICH THE AXIAL FORCES ARE LARGE.
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- pp. 213–232
- Author: N W MURRAY
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.12160
- DIURRAY ON THE DETERMINATIOK OF THE COLLAPSE LOADS OF RIUIDLY JOINTED FRAMEWORKS WITH MEMBERS IN WHICH T E E AXIAL FORCES ARE W E 213 Paper No. 6089 THEDETERMINATION OF THECOLLAPSE LOADS OF RIGIDLY JOINTED FRAMEWORKS WITH MEMBERS IN WHICH THE AXIAL FORCES ARE LARGE * Noel W. Murray, B.E. (Ordered by the Council to be published with written discussion) bY SYNOPSIS A structure does not, in general, fail when the maximum stress reachesthe yield stress of the material. Frameworks with rigid jointscollapse whena sufficient number of plastic is hinges existto form a mechanism...
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THE CANALS OF THE GEZIRA CANALIZATION SCHEME AND THE DESIGN OF THE GONEID PUMP SCHEME IN THE SUDAN.
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- pp. 233–261
- Author: I S G MATTHEWS
- Document Type: Research Article
- DOI: 10.1680/ipeds.1956.12161
- MATTHEWS ON THE CANALS OB THE QEZIRA c m m r I o N SCHEME AND THE DESIQN OF THE QONEID P U " SCHEME IN THE S u D A i i 233 Paper No. 6100 THE CANALS OF THE GEZIRA CANALIZATION SCHEME AND THE DESIGN OF THE GONEID PUMP SCHEME IN THE SUDAN * Ian Stanley Gordon Matthews, M.A., M.I.C.E. bY SYNOPSIS The greater part of the Gezira camalization scheme was constructed between 1923 and 1935, and comparatively small e-tensions were built in 1938 and 1950...
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CORRESPONDENCE. SAGGING TWIN O.4 SQ.-IN. COPPER EQUIVALENT S.C.A. CONDUCTOR.
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- pp. 262–264
- Authors: G P STURTON; N G SIMPSON
- Document Type: Letter
- DOI: 10.1680/ipeds.1956.12162
- 282 CORRESPONDENCE CORRESPONDENCE on a Paper published i n Proceedings, Part I I August 1955 I, Paper No. 6039 l` Sagging twin O.Csq.-in. copper equivalent S.C.A. conductor " t by Graham Philip Sturton, B.Sc.(Eng.),Grad.1.C.E. Correspondence M r N.G . Simpson (TransmissionConsultant, British Insulated Callenders Construction Co. Ltd) observed that the conductor etringing for the majority of overhead lines was now a well-established technique. The advent of the British Super Grid, however, by the adoption of large twin S...
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ICE - Institution of Civil Engineers - Virtual Library

ICE Proceedings: Engineering Divisions

Volume 5, Issue 2, April 1956