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ICE Proceedings: Engineering Divisions
E-ISSN
:
0534-2767
Volume 3, Issue 4, August 1954
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SWEDISH UNDERGROUND HYDRO-ELECTRIC POWER STATIONS.
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pp.
321–344
Author:
J F HAGRUP
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.12567
PROCEEDINGS THE INSTITUTION OF CIVIL ENGINEERS PART r u AUGUST 1954 WORKS CONSTRUCTION DIVISIONMEETING 5 January, 1954 Mr A. C. Hartley, Member, Chairman of the Divisional Board, in the Chair The following Lecture was delivered and, on the motion of the Chairman, the thanks of the Division were accorded to the Lecturer. c Swedish Underground Hydro-Electric Power Stations " bY Johan Fredrik Hagrup INTRODUCTION IN 1910 the Swedish State Power Board started construction of the Porjus power station which is situated on the River St.ora Lulealv 35 miles to the north of the Arctic Circle...
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RAINFALL, RUNOFF, AND STORAGE : ELAN AND CLAERWEN GATHERING GROUNDS.
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pp.
345–388
Authors:
C A RISBRIDGER; W H GODFREY
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.12569
RISBRIDGER GODFREY RA41NFALL, AND ON RUN-OFF, AND STORAGE : ELANANDCLAERWEN.GATHERINGGROUNDS 345 HYDRAULICS ENGINEERING DIVISION MEETING 26 January, 1954 Sir Claude Inglis, Member, Chairman of the Divisional Board, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, thethanks of the Division were accorded tothe Authors. Hydraulics Paper No. 3 "Rainfall, Run-off, and Storage : E a and Claerwen ln Gathering Grounds " by Charles Arthur Risbridger, B.Sc.(Eng.), M...
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DISCUSSION. RAINFALL, RUNOFF, AND STORAGE : ELAN AND CLAERWEN GATHERING GROUNDS.
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pp.
389–408
Authors:
R C S WALTERS; R C S THOMPSON; J GLASSPOOLE; J C DICKINSON; A G MCLELLAN; C F LAPWORTH; N A F ROWNTREE; W N MCCLEAN; R H MACDONALD; H F WILMOT; G BRANSBY WILLIAMS; C A RISBRIDGER; W H GODFREY
Document Type:
Discussion
DOI
:
10.1680/ipeds.1954.12570
STORAGE : ELAN AND CLAERWEN GATHERING GROUNDS 389 Discussion Mr R. C. S. Wdters said that in Table 5 the Authors gave the average rainfall for various periods, and taking the three driest consecutive years, an average was obtained of 84.7 per cent, compared with the usually assumed 80 per cent. Mr Risbridger had said that it wouldbe a bold man who would rely on 84.7 per cent, and Mr Walters said that he, and perhaps others, would like to keep to 80 per cent, notwithstanding the fact that theAuthors had proved over the 42-year period that the average annual rainfall for 36 months was 84...
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DESIGN AND CONSTRUCTION OF A PRESTRESSED CONCRETE FRAMED TRANSIT SHED FOR THE PORT OF LONDON AUTHORITY.
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pp.
409–434
Authors:
N N B ORDMAN; I S S GREEVES
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.12572
ORDMAN AND GREEVES ON PRESTRESSED CONCRETE FRAMED TRANSIT SHED FOR THE PORT OF LONDONAUTHORITY 409 STRUCTURAL AND BUILDING ENGINEERING DIVISION MEETING Professor A. J. S. Pippard, Member, Chairman of the Divisional Board, in the Chair 9 March, 1954 The following Paper was presented for discussion and, on the motion of the Chairman, thethanks of the Division were accorded tothe Authors. Structural Paper No. 37 " Design and Construction of a Prestressed Concrete Framed Transit Shed for the Port of London Authority " b Y Nahum Noel Beryl Ordman, B...
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DISCUSSION. DESIGN AND CONSTRUCTION OF A PRESTRESSED CONCRETE FRAMED TRANSIT SHED FOR THE PORT OF LONDON AUTHORITY.
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pp.
434–448
Authors:
A L L BAKER; G A WILSON; A J HARRIS; H ALLEN; C PEEL; A GOLDSTEIN; J A DERRINGTON; F WALLEY; J A WILLIAMS; D H NEW
Document Type:
Discussion
DOI
:
10.1680/ipeds.1954.12573
434 DISCUSSION ON PRESTRESSED CONCRETE FRAMED permission to publish this Paper and to the Directors ofMessrs John Mowlem & Co. Ltd, for making available certain records and information. They wish to express their appreciation to their colleagueswho have assisted in providing information, drawings, and comments. The Paper is accompanied by fifteen photographs and eight sheets of diagrams, from some of which the half-tone page plates, folding Plates 1 and 2, and the Figures in the text have been prepared. Discussion Professor A. L.L. Baker, complimenting the Authors upon the Paper, said that it was gratifying to see the Port of London being reconstructed in that way...
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DESIGN AND CONSTRUCTION OF RAMA VI, SURAT, AND BANDARA BRIDGES IN THAILAND.
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pp.
449–479
Authors:
O A KERENSKY; K E HYATT
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.12582
KERENSKY AND HYATT ON DESIGN AND CONSTRUCTION OF RAMA VI, SURAT,ANDBANDARA BRIDGES IN THAILAND 449 WORKS CONSTRUCTION DIVISION MEETING 23 March, 1954 Mr A. C. Hartley, Member, Chairman of the Divisional Board, in the Chair The following Paper was presented for discussion and, on the motion of the Chairman, the thanksof the Division were accorded to theAuthors. Works Construction Paper No. 25 "Design and Construction of Rama VI, Surat, and Bahdara Bridges in Thailand " b Y Oleg Alexander Kerensky, B.Sc...
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DISCUSSION. DESIGN AND CONSTRUCTION OF RAMA VI, SURAT, AND BANDARA BRIDGES IN THAILAND.
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pp.
480–495
Authors:
H SHIRLEY SMITH; J F PAIN; T J UPSTONE; W T F AUSTIN; P S A BERRIDGE; K C BURDEN; O A KERENSKY; K E HYATT
Document Type:
Discussion
DOI
:
10.1680/ipeds.1954.12583
480 DISCUSSION ON DESIGN AND CONSTRUCTION OF Discussion The Authors introduced the Paper with the aid of a series of lantern slides. Mr Kerensky paid tribute to the late Sir Ralph Freeman, under whose guidance the bridges had been designed. He emphasized the economies obtained by the use of high-tensile steel and pointed out that in the case of the Rama VI, Surat, and Bandara bridges the number of trains perday was so small that no question of fatigue should arise in any foreseeable future. Mr H.ShirleySmith said that he had had an early interest in the bridges described because he had visited Thailand in 1949 to obtain particulars for Company, who wishedto tender...
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THE LATERAL BUCKLING OF TIED ARCHES.
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pp.
496–514
Author:
W G GODDEN
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.12584
496 GODDEN ON THE LATERAL BUCKLING OF TIED ABCHES Paper No. 5965 cc The Lateral Buckling of Tied Arches " bY William George Godden, MSc., Ph.D;, A.M.I.C.E. (Ordered by the Council to be published with written discussion)j SYNOPSIS The type of arch dealt with in the Paper is that shown in Fig. 2, in which the hangers, taken assimple tensionmembers, are assumed to be connected at their lower end to alaterally rigid chord, OP, thus becoming inclined asthe arch deflects laterally ; the hangers are the only external connexions to the arch rib between abutments...
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A STUDY OF THE BOWSTRING ARCH HAVING EXTENSIBLE SUSPENSION RODS AND DIFFERENT RATIOS OF TIE-BEAM TO ARCH-RIB STIFFNESS.
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pp.
515–563
Authors:
S CHANDRANGSU; S R SPARKES
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.12585
CHANDRANGSU AND SPARKES ON A STUDY OF THE BOWSTRINGARCH 515 Paper No. 5966 " A Study of the Bowstring Arch having Extensible Suspension Rods and Different Ratios of Tie-Beam to Arch-Rib Stiffness " by Sirilakn Chandrangsu, B.Sc., Ph.D., and Stanley Robert Sparkes, M.Sc., Ph.D., A.M.I.C.E. (Ordered by the Council to be' published with written discussion) 7 SYNOPSIS The structural system of the bowstring arch is highly indeterminate. The ends of the arch are fixed to the tie-girder so that both rotate together, and the tie-girder is continuousoverseveralextensiblesuspensionrods...
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THE DRAWDOWN OF THE WATER-TABLE UNDER NON-STEADY CONDITIONS NEAR A PUMPED WELL IN AN UNCONFINED FORMATION.
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pp.
564–579
Author:
N S BOULTON
Document Type:
Research Article
DOI
:
10.1680/ipeds.1954.12586
564 BOULTON ON THE DRAWDOWN OF THE WATER-TABLE Paper 5979 "The Drawdown of the Water-Table under Non-Steady Conditions near a Pumped Well in an Unconfined Formation " by Norman Savage Boulton, M&., M.I.C.E. (Ordered by the Council to be published with written discussion)? SYNOPSIS A new equation is obtained for the drawdown of the water-table near a pumped well in an aquifer of any thickness and permeability, under non-equilibrium conditions. Tables of the mathematical functions involved make the equation simple to use in practice...
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CORRESPONDENCE. MEASUREMENT AND UTILIZATION OF THE WATER RESOURCES OF THE NILE BASIN.
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pp.
580–594
Authors:
H E HURST; S LELIAVSKY; R P BLACK; R B BULMAN; W ALLARD
Document Type:
Letter
DOI
:
10.1680/ipeds.1954.12587
580 CORRESPONDENCE CORRESPONDENCE on two Papers published in Proceedings Part 111, April 1954 Hydraulics Paper No. 2 " Measurement and Utilization of the Water Resources of the Nile Basin " t by Harold Edwin Hurst, C.M.G., M.A., D.Sc. Correspondence Dr Serge Leliavsky, of Cairo, thought thatDr Hurst hadunderestimated his splendid work, for a casual reader studying his valuable Paper might possibly be misled into believing that thepractical importance of the widespread net of Dr Hurst's measurements related chiefly t o future works to be carried out on the Upper Nile...
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CORRESPONDENCE. A MOMENT DISTRIBUTION METHOD FOR THE ANALYSIS AND DESIGN OF STRUCTURES BY THE PLASTIC THEORY.
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pp.
594–597
Authors:
M R HORNE; A FRUCHTLANDER
Document Type:
Letter
DOI
:
10.1680/ipeds.1954.12588
594 CORRESPONDENCE Velocity in Vertical and DischargeValues." Technical Bulletin No. 3, Hydrology Annual No. 1 (May 195,!). 36 J. D. Atkinson, Handbook of Egyptian Irrigation." Pt 2, p. 40. Government Press, Cairo, 1935. 37 A. B. Buckley, I ` The Influence of Silt on the Velocity of Water Flowing in Open Channels." Proc. Instn Civ. Engrs, Pt 1 ,vol. 216, p. 183 (1922-23). 1 Ref...
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