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ICE Proceedings
E-ISSN
:
1753-7789
Volume 83, Issue 2, June 1987
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TRANSFORMATION OF REGULAR WAVES.
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pp.
359–380
Authors:
RH SWIFT; JC DIXON
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.282
Proc. Instn Cio. Engrs, Part 2, 1987,83, June, 359-380 PAPER 9088 WATER ENGINEERING GROUP Transformation of regular waves R. H. SWIFT, BSc, PhD, MICE, MIStructE* J. c.DIXON, MA, PhD, CPhys, MIMechE, MIEE, MRAeS, MInstPf Results are presented from calculations for shoaling waves using a development of Dean's non-linear stream function which display better agreement with previous experimental data for parallel waves in shallow water than other currently available theories. The results are presented in a manner suitable for design applications...
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DERIVATION OF FLOW DURATION CURVES IN NORTHERN IRELAND.
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pp.
381–396
Authors:
DN WILCOCK; JE HANNA; CI ESSERY; INSHYD
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.283
Proc. Instn Ciu. Engrs, Part 2,1987,83, June, 381-396 PAPER 9130 WATER GROUP ENGINEERING Derivation of flow duration curvesin Northern Ireland J. E. HANNA, MPhilf The method of synthesizing flow duration curves (FDCs) outlined in the Instituteof Hydrology's 1980 Low Flow Studies Report (LFSR) is applied to Northern Ireland, a part of the British Isles which provided few data for inclusion in the Institute's report. Using a base flow index term (BFI) derived from flow records at fourteen gauging stations, the method works well, and there is no systematic tendency to over- or underestimate Q s 5 ...
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A LOWER BOUND FOR THE THICKNESS OF REVETMENT BLOCKS.
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pp.
397–407
Author:
JM TOWNSON
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.284
Proc. Instn Civ. Engrs, Part 2, 1987,83, June, 397407 PAPER 9154 GROUP WATER ENGINEERING A lower bound for the thickness of revetment blocks An estimate is made of the response of a Facing block, Free to rotate about lower edge, to its simple harmonic pressure variation in a Free-flowing filter layer. It is therefore shown that, depending on filter layer response and wave steepness, waves of a height of some Four times block thickness may cause the entire upper edge to become exposed during downrush. The concept is supported by results from simple model tests...
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LONG WAVE ACTIVITY IN THE SURF ZONE.
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pp.
409–425
Author:
MRC BURY
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.285
Proc. Znstn Civ. Engrs, Part 2, 1987,83, June, 409425 91 PAPER 1 ENGINEERING WATER GROUP Long wave activity in the zone surf M. R.C. BURY, MSc, PhD* One of the most intriguing features of nearshore wave activity, observed in a number of field studies, is the presence in the surf zone of wave energy at frequencies below those of the incident waves. This low frequency energy is manifest in the appearance of discrete peaks in thespectra ofbedvelocities, andinsevereseastatescandominatethewholevelocity spectrum. In 1978, a major field experiment was carried out Torrey Pines beach, Califorat nia, with the objective characterizing the nearshore environment...
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THE EFFECTS OF IMPERFECTIONS ON THE STRENGTH OF COLUMNS WITH SEMI-RIGI D END RESTRAINT.
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pp.
427–441
Authors:
SW JONES; PA KIRBY; DA NETHERCOT
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.286
Proc. rnstn Cio. Engrs, Part 2,1987,83, June, 427-441 PAPER 9182 STRUCTURAL ENGINEERING GROUP The effects of imperfections on the strength of columns with semi-rigid end restraint D. A. NETHERCOT, BSc, PhD, MIStructEX Analytical results are presented for the ultimate strength of steel columns, takinginto account the type of end restraint provided by semi-rigid connection to stiff beams. These connections are represented by non-linear moment-rotation (M-4) curves; their ability to provide rotational end restraint to the column is thus dependent upon the amountof column end rotation...
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INTEGRATED DESIGN CHARTS FOR REINFORCED CONCRETE FLEXURAL SECTIONS. TECHNICAL NOTE.
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pp.
443–451
Author:
DJ GUNARATNAM
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.287
Proc. Instn Ciu. Engrs, Part 2, 1987,83, June, 443451 TECHNICAL NOTE 459 STRUCTURAL ENGINEERING GROUP Integrated design charts for reinforced concrete flexural sections D. J. GUNARATNAM, BSc, PhD, MICE* Three design charts are presented for the selection of singly and doubly reinforced flexural sections satisfying the strength andductility requirements of either BS 81 10, C P 110 or ACI 318. Suitable decomposition of the section design knowledge and the use of non-dimensional design variables has permitted the integration of the requirements of the three codes of practice into one set of design charts and resulted in a concise representation of flexural section design information...
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DEVELOPMENT OF ACCEPTABLE BITUMINOUS ROAD BASE MATERIALS FROM LATERITE. TECHNICAL NOTE.
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pp.
453–463
Authors:
AS ADEDIMILA; DO OTI
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.288
Proc. lnstn Ciu. Engrs, Part 2,1987,83, June, 453-463 TECHNICAL NOTE 477 TRANSPORTATION ENGINEERING GROUP Development of acceptable bituminous road base materials from laterite the possibility of stabilizinglaterite with bitumen is described. The California Bearing Ratio test was adopted for a cold-mix asphaltic laterite a hot-mix asphaltic made with an MC-3000cutbackbitumenandtheMarshalltestfor laterite made with a 60/70 penetration grade bitumen. The results indicate that both the cold-mix and the hot-mix asphaltic laterites are adequate base course construction, for with a possible use of the hot-mix for surfacing light-to-medium trafficked roads...
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FOUNDATION PRESSURES BENEATH RECTANGULAR FOOTINGS. TECHNICAL NOTE.
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pp.
465–473
Author:
A CSENKI
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.289
Proc. Insrn Civ. Engrs, Part 2, 1987,83, June, 465473 TECHNICAL NOTE 485 STRUCTURAL ENGINEERING GROUP Foundation pressures beneath rectangular footings A. CSENKI, BSc, PhD* An algorithm is presented, by means of which maximum foundation pressures beneath eccentrically loaded footings may be calculated. The method is suitable for use on a programmable pocket calculator, or as a subroutine of a software design package. It is an alternative to existing methods which are either trial and error procedures, or are not based on the exact equilibrium equations, or utilize exact equations but facilitate a graphical solution only...
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ECCENTRIC DISCHARGE IN CIRCULAR SILOS. TECHNICAL NOTE.
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pp.
475–480
Author:
HM HAYDL
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.290
Proc. Instn Ciu. Engrs, Part 2,1987,83, June, 4 7 5 4 8 0 TECHNICAL NOTE 490 STRUCTURAL ENGINEERING GROUP Eccentric discharge in circular silos H. M. HAYDL, PhD, PEng* Eccentric discharge and calculation of bending momentsin circular silos is reviewed. is the It shown that methods which only increase the wall pressure are not adequate to predict wall bending. Introduction Silo designers frequently encounter the difficult problem of eccentric withdrawal of material in circular silos. Recent revisions to major silo codes-for example, references 1 and 2-recognize this problem and make recommendations for estimating these eccentric effects...
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PROBABILISTIC APPROACH TO THE STABILITY ANALYSIS OF ROCK PROTECTION FO R EARTH WEIRS. DISCUSSION ON PAPER 9020.
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pp.
481–482
Authors:
KVH SMITH; ME BRAMLEY; NB WEBBER
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.291
Proc. Insfn Civ. Engrs, Part 2, 1987,83, June, 481482 DISCUSSION ON PAPER WATER 9020 ENGINEERING GROUP Probabilistic approach to the stability analysis of rock protection for earth weirs K. V. H. Smith Mr M. E. Bramley, Hydraulic and Public Health Engineering, CIRIA (Construction Industry Research & Information Association) The Author has made a significant contribution to the analysis the stability of of rock protection inhigh velocity flow bydemonstrating how a probabilistic design method can be developed. Such considerations are clearly appropriate in view of the high levels of turbulence which are likely to exist at design conditions on any supercritical slopeof significant hydraulic roughness...
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THE DESIGN OF SLENDER COLUMNS. DISCUSSION ON PAPER 9025.
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pp.
483–496
Authors:
AN BEAL; BI MAISEL; AW BEEBY; HHA WONG
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.292
Proc. Instn Civ. Engrs, Part 2, 1987,83,June, 483-496 DISCUSSION ON PAPER 9025 STRUCTURAL ENGINEERING GROUP The design of slender columns A. N. Beal Dr B. I. Maisel and Dr A. W. Beeby, Cement and Concrete Association We have studied Mr Beal's paper with considerable interest and would congratulate him on a very interesting theoretical solution to the column buckling problem. We feel, however, that some of the issues raised in the Paper related to design may be more clearly understood if the bases of the approach used by Mr Beal and that used in C P 110 and BS 8110 were more clearly described...
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