.... Both the jetwidth and dilution increase substantially evenin a weak current. The experimental results offer an explanation of a recent correlation of field data of initial dilution at sea outfalls. Introduction The turbulent mixing of a submerged buoyant jet in a current is a problem of interest...

...JJ SHARP; E MOORE MARINE OUTFALLS DESIGN COMPUTERS MODELS INITIAL DILUTION CURRENTS MATHEMATICS CALCULATIONS Proc. Instn Cio. Enyrs, Part 1,1990,88, June, 4 8 1 4 8 6 DITSNCE5U2NS1GSIONNMEEARNIANGGERMOEUNPT Marine outfall design-computer models for initial dilution in a current J.J...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS BEHAVIOUR ANALYSIS GEOMETRY PROPERTIES DEFLECTION VARIATIONS STRESS DESIGN SIZE STIFFENED SHEAR NON LINEAR PARAMETRIC PANELS INITIAL PEAK MATERIALS BENDING MODELS GIRDERS...

... PLATING LONGITUDINAL STIFFENED ELASTIC FAILURES RESTRAINT ESTIMATING COLUMNS INITIAL COMPRESSIVE IMPERIAL COLLEGE HARDCASTLE AND RICHARDS Proc. Instn Cio.Engrs, Part 2,1989,87, Dec., 583404 PAPER 9480 STRUCTURAL ENGGRINOEUEPRING Torsional buckling and trippingstrength of slender flat...

... ACCURACY ENVIRONMENT DESIGN INITIAL PREDICTION FIELD DISCHARGES STUDIES EQUATIONS PROTECTION USA UK Proc. Instn Cio. Engrs, Part 1,1989,86, Oct., 953-961 TN521 GROMUAPNEANGGEIMNENERTING Marine outfalldesign4omputer models for initial dilution in a current J. J. SHARP, MSc, PhD, ARCST...

... moment about minor axis applied load R~EI,~L,Z Euler load squash load ultimate load radius of gyration of the column about its minor axis bracing stiffness - non-dimensional bracing stiffness:S, = S J ( 4 8 E l y / L f ) limit value of non-dimensional bracing stiffness initial deflexion magnitude...

...N RAJARATNAM; L FLINT PETERSEN; REYNOLDS © Thomas Telford and ICE 1989 ALBERTA UNIVERSITY EDMONTON BC HYDRO VANCOUVER LOW REYNOLDS NUMBERS CIRCULAR TURBULENT JETS EXPERIMENTS PHOTOGRAPHY BEHAVIOUR SUBMERGED WATER WALLS VARIATIONS INITIAL LAMINAR LENGTH RATE GROWTH...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY ULTIMATE STRENGTH ANALYSIS THREE DIMENSIONAL BRACED I BEAMS BRACING STIFFNESS FORCES LOADS MEMBERS FINITE ELEMENTS PROGRAMS INITIAL DEFORMATION PLASTICITY EXPERIMENTS THEORY ELASTIC...

... characteristics of the interface between the panel and the frame. The study covers the entire loading range from the initial elastic stage until the ultimate failure stage. Models were tested to verify the theoretical results in terms of the load-deflexion behaviour, the ultimate load and the interaction stresses...

...JHW LEE; P NEVILLE JONES; PN JONES HONG KONG UNIVERSITY WATER RESEARCH CENTRE, SWINDON SEA OUTFALLS DESIGN PREDICTION DILUTION INITIAL FIELD DATA STUDIES SEWAGE SEWERAGE DISCHARGES WATER MOVING EQUATIONS EMPIRICAL CORRELATION METHODS SURFACE THEORY INTERPRETATION...

...JR RIDDINGTON; WEA SKINNER © Thomas Telford and ICE 1985 MITCHELL, MCFARLANE & PARTNERS FILL FAILURES CREEP BRICKS CONCRETE MASONRY REINFORCED STRESS BRICKWORK LOADS LATERAL RESISTANCE INITIAL GAPS BEHAVIOUR INFILL FRAMES COLUMNS Proc. InstnCin. Engrs, Part 2...

... calcarioussandstonewithoccasionalpartings of carbonaceousmudstone.In general the sandstone wasslightly weathered to fresh, massively bedded and slight- ly fractured. Initial design 6. The weir,shown on Figs2 and 3, is 80mlong, and is divided into two sections, a 62 m long mid-river section, and a complex right bank section with tilting...

...C RUSSON; S BENSASSON; C BALDOCK; RWP WRIGHT INITIAL SPECIFICATIONS TRANSMISSION PROBLEMS COMPUTERS DATA CAD DESIGN AIDED AIDS GRAPHICAL INFORMATION IGES EXCHANGE TRANSFER DIALS PSS NETWORKS TELECOMMUNICATIONS PACKETS SWITCHING INTERFACE HARDWARE SYSTEMS PROGRAMS Proc...

... of Telford. 6B. y 1981 all thestatutory procedures were completed for a motorway reduced in standard from dual three-lane to dual two-lane for most of its length. Construction startedon 1June 1981and the motorway was opened to traffic on 25 November 1983-ver 16years after the issue of the initial planning...

...JR RIDDINGTON Proc. Instn Cio. Engrs, Part 2, 1984,77, Sept., 295-310 PAPER 8767 The influence ofinitial gaps on infilled frame behaviour J. R. RIDDINGTON, BSc, PhD, MICE* Infilled frame structures may, for a variety of reasons, have initial gaps between the frame andthe infill. The results from...

... FINITE DIFFERENCE EFFECT EARTH ROTATION BEDS FRICTION SURFACE WIND STRESS TURBULENCE EXCHANGE MIXING TIDES CONCENTRATION DEVIATION MEAN RESEARCH LATERAL EFFICIENCY INFILL GEOMETRY TIME VARIATIONS DIFFERENTIAL INITIAL CONDITIONS BRIDGES RECLAMATION EMBANKMENTS VELOCITY DEPTH...

... to determine the test procedure and the subsequent 'back analysis' are emphasized. Computed and measureddeflexions and strains are presented for three plates denoted as stocky, medium-slender and thin. The results demonstrate that accurate modelling of the initial and boundary conditions permits close...

... panels with depth to span ratios in the range one to four.Theseshow that serviceload capacity, as determined by initial diagonal cracking, increases significantly with depth up to a depth/ span value of three. In terms of ultimate load, bearing was a primary factor infive of the seven tests; diagonal...

...NJ BENNETT; HR OAKLEY; HA CHARLTON Proc. Instn Civ. Engrs, Part 2, 1983,75, Dec.,771-774 DISCUSSION ON TECHNICAL NOTE354 Design of sea outfalls-the lowerlimit concept of initial dilution N. J. Bennett Mr H. R.Oakley, Watson Hawksley Consulting Engineers This Technical Note provides some very...

... RECORDS RAIN SURCHARGE STORMS CAPITAL MAINTENANCE OPERATION SITES REGIMES INITIAL METHODS POLLUTION TOXICITY RESEARCH WATER AUTHORITIES BRISTOL WESSEX UK Pror. Instn Ciu. Engrs, Part 1, 1983,74, Nov., 997-1006 TECHNICAL NOTE 380 Use of polymer additives to relieve overloaded...