...A C J BAKER; A N JAMES BINNIE THAMES WATER THREE VALLEYS WATER COMMITTEE COLNE VALLEY WATER COMPANY RICKMANSWORTH & UXBRIDG THYSSEN GB Proc. lnstn Civ. Engrs, Part 1, 1990, 88, Dec., 929-954 9533 GROUP ENGINEERING GROUND Three Valleys Water Committee:tunnel connection to Thames...

...& Partners It was the Thames WaterAuthority s predecessor, the Metropolitan WaterBoard, who had the enlightened concept of going underground with the Thames-Lee Tunnel, and later with the southern main ring. The project for the ring main is much larger. The historical section of the Paper shows...

...WE FOSTER; WB HARRIS; DL HOCKIN; B GRUFFYDD; NH POSTLES; TMR FAWDRY; WAH HAMILTON; JD WINDERS; S HOYLES; MJ KENN; AT PEPPER; RB BULMAN; ICE © Thomas Telford and ICE 1989 THAMES WATER AUTHORITY INSTITUTION OF CIVIL ENGINEERS ICE RIVERS FLOODS ALLEVIATION FLOODING PROPERTIES...

...WJ DICKENS; IH BENSTED UK © Thomas Telford and ICE 1988 THAMES WATER WATER SUPPLY SYSTEMS SUPPLY WATER TRUNK DISTRIBUTION POTABLE MAINS RETICULATION SOURCES TREATMENT WORKS URBAN REPLACEMENT AGEING AREAS LONG TERM PLANNING RELIEF RING RINGS PUMPED PUMPS...

...RW HORNER; D CLERK © Thomas Telford and ICE 1985 THAMES BARRIER BARRIERS RIVERS FLOODS DEFENCES DESIGN CONSTRUCTION GATES CONTRACTS PIERS PUMPS MECHANISMS OPENINGS METHODS ENDS POSITIONS THAMES LONDON UK Proc. Instn Civ. Engrs, Part 1, 1985,77,Feb., 15-25...

...JR GRICE; EA HEPPLEWHITE; H HENKIN; AD MITCHELL; PA COX; RW HORNER; R NAPTHINE; DJ HENKEL; RE JOYCE; PG FOOKES © Thomas Telford and ICE 1984 DESIGN CONSTRUCTION BARRIERS RIVERS THAMES BARRIER COFFERDAMS CONTRACTS CONDITIONS METHODS CONTRACTORS CONSULTANTS LIAISON CONCRETE...

... SPLIT DEFENCES STRUCTURES SAND CLUTCHES SETTLEMENT WATER RIVERS SPANS SAFETY THANET SAND THANET CHALK MOVABLE CONTRACTS DIVERS T BARKING CREEK THAMES HULL UK Proc. Instn Ciu. Engrs. Part 1, 1983,74, Aug., 525-541 DISCUSSION ON PAPER 8587 Barking Creek Tidal Barrier R. T...

... TRANSFORMERS BARKING CREEK THAMES UK Proc. Instn Ciu. Engrs, Part 1, 1982, 72, Nov., 533-562 8587 Barking Creek Tidal Barrier R . T. GERRARD, BSc(Eng), FCGI, FEng, FICE* J. J. LONG. BSc(Eng), MICE* H. R. SHAH, BSc(Eng), MICE, MASCE* Barking Creek tidal barrieris a vital link in the chainof...

... industry. Also the Thames Barrieris being built upstream, and we found that rumours from there reached thseite faster than the tide could carry thcm. This projecht ad its shareof unrest, with some5 months of industrial action, including several periodsof inaction . Therewas no solutionto this problem...

... of tidalmeandispersioncoefficient Bridge, River Thames 6 0 with distance below London 729 WEST AND BROYD on terms such as U*, ff,, and f,,which are difficult to determine and which appear with powers greater than one, thus compounding any errorsin their estimation. 20. Other mixing mechanisms include theeffect of secondary flow...

... GBS PERFORMANCE THAMES BARRIER PULVERISED MIXES STRENGTH BLENDED EFFECT GROUND FURNACES MASS RIVERS PFA SITES HYDRATES LABORATORIES PULVERISED FUEL ASH THAMES Proc. Instn Ciu. Engrs, Part 2, 1981, 71, 601-613 8366 DISCUSSION In situ measurement of the effect of partial...

...LA WOOD © Thomas Telford and ICE 1980 BARRIERS STRUCTURES PROBLEMS PROJECTS THAMES BARRIER INTERACTION EFFECT PIERS STRUCTURAL UNITS SAND STUDIES PARAMETERS COMPRESSIBILITY ANALYSIS FINITE ELEMENTS THREE DIMENSIONAL SOILS PROBLEMS SETTLEMENT DESIGN PERFORMANCE CHALK...

..., and how the problem of re-siting to discharge to the Thames from a remote locationwasovercomeL. imitationsimposed by thesmallsite,leading to novel featuresinthesumpdesign, are described,togetherwithdetailsofhydraulicmodel testing,andtheconsiderationgiven to construction methods, whidhalsoinfluenced...

... GIRDERS PANELS PORTABLE RESINS NEOPRENE AIRTIGHT TEMPORARY CARRIAGEWAYS MAINTENANCE SUSPENSION MILD TOWERS BALUSTRADING DECKING FATIGUE ROLLERS CONTROL SPLINT PREFABRICATED LOADS EPOXY EXPANSION COVERS BRACKETS BEARINGS COSTS HAMMERSMITH LONDON THAMES UK RENDEL...

... SLUDGE ADMINISTRATION MANAGEMENT MECHANICAL DIGESTION PHASING TEMPORARY PILING SAFETY LABORATORIES BECKTON THAMES UK Proc. Insfn Ciu. Engrs, Part 1, 1977, 62, Aug., 349-371 8038 Construction of extensions to Beckton sewage treatment works, Thames Water Authority R . A. R. DRAKE...

... tdoissolved oxygenlevels. Although this is not the only parameter modelled it is the one most easily interpreted. 58. The improvement in conditions in the River Thames is well known, but recent monitoring shows that successis associated with a mean summerdissolved oxygensag level to under 25% saturation...

... of the extension method for the Thames Estuary model the Author takes the observed water levels a t Woolwich and derives the tidal curve for Southend. She indicatesthat the agreement of observed and calculated water levels a t Southend is good (Fig. 3). However, the calculated high water appears higher than the ob...

... fatigue. By the time he died, he probably knew more about it. He was certainly very interested in the work of the Royal Commission. Sir Harold Harding, Consultant The more one reads about Brunel the nicer chap he appears. The fact he was so young was remarkable. But four years on the Thames tunnel would...

... ONE DIMENSIONAL EQUATIONS CLOSURES THAMES UK Proc. Instn Cio. Engrs, Part 2 , 1975, 59, June, 255-264 7776 The reduction of artificial boundary reflexions in numerically modelled estuaries SALLY J. PINLESS, BSC* The tidal input at the seaward boundary of a model of an estuary...

... PROCEDURE CONCRETE STEEL PRECAST FOUNDATIONS HAMMERS STABILITY GROUTING LONDON BRIDGE CONTRACTORS DEMOLITION JOINTS SEGMENTS TEMPORARY UNITS TECHNIQUES COFFERDAMS PIERS PILES DESIGN SAFETY STRESSING PRECAST FACTORS WORKS COSTS AIR RECONSTRUCTION DUCTS LONDON BRIDGE THAMES...