... TEMPORARY PROBLEMS ALIGNMENT UNITS PLACING TORRIDGE BIDEFORD DEVON UK Proc.Imtn Civ.Engrs, Part 1,1990, Sa Apr., 233-260 9516 STRUCTGURAOLUPENGINEERING C. H. POTHECARY, OBE, BSc, FICE. FIHT, MConsE. L. BRINDLE, BScTcch, MICE. ACIArh' The design paper coven the principal conapts...

... CABLES FENDERS JOINTS VENTILATION TORRIDGE BIDEFORD DEVON UK Proc. Instn Clo. E w p , Part 1,1989,88, Apr., 191-210 9424 STRUCTURAL ENGINEERING GROUP C. H. POTHECARY,OBE, BSc, FICE, FIHT, MConsE* T.J.C. CHRISTIE, MA,MICE* Tbc RimTorridge Bridge cames the A39 Bideford bypass over...

... CASTING A39 PRECASTING GLUED SEGMENTAL PROBLEMS RANGE CONCRETE CASTING SHEDS CYCLES TORRIDGE BIDEFORD DEVON UK Proc. IfurnCio. Engrs, Part 1, 1990,88,Apr., 211-23 1 9515 ~~ ~ STRUCTURAL ENGINEERING GROUP C. H. POTHECARY, OBE, BSc, FICE, FIHT, MConsE' L. BRINDLE, BScTcch, MICE...

...DW GOLDSMITH; M HATT; NB MACKENZIE; DR JONES © Thomas Telford and ICE 1987 GLOUCESTERSHIRE COUNTY COUNCIL DEVON COUNTY COUNCIL SCOTTISH DEVELOPMENT DEPARTMENT HIGHWAYS COMPUTERS SYSTEMS NETWORKS MAINTENANCE TRAFFIC ACCIDENTS ROADS ROUTES PROGRAMS INFORMATION DATA SUITES...

... UNDRAINED RESERVOIRS REFILLING METHODS TESTS SPADE CELLS CELLS PIEZOMETERS STANDPIPES SELF BORING PRESSUREMETERS IMPOUNDING GROUTING CWMWERNDERI WALES CHALLACOMBE DEVON RAMSDEN WEST YORKSHIRE WALSHAW DEAN UK ...

... PREDICTION COMPUTERS CODES TRANSMISSION TOWERS GENERATORS CONTROL NACELLES TESTING ASSEMBLY INSTALLATION GROUND SYSTEMS MONITORING COMMISSIONING BURGAR HILL ORKNEY ILFRACOMBE DEVON SCOTLAND UK Proc. Instn Civ. Engrs, Part 1, 1986,80,Aug., 969-997 9016 GERNOEURPGY ENGINEERING...

..., Devon. Fig. 1 shows the building, the Residential Nautical College,which has a rectangular floor plan (approximately40 m by 10.5 m) as shownin Fig. 2. Im Statr-well \ Stalr-weLlllft shaft \ mm Co"V- \ /300 mm X 300 mm 5 450 mm X 230 mm g m0- 1 1 1 1 - 1 - LUlE 600 mm X 300 mm .)m 39 37 m W Column 300 mm...

... ARCHES ROCKS METHODS CURVES DEVON UK CANADA Proc. Instn Ciu. Engrs, Part 2, 1982,73,Sept., 687-692 851 1 DISCUSSION Devon floods and the waterwaysof bridges A. B. GEORGE M r C. R. Neil, NorthwestHydraulic Consultants, Edmonton, Canada It is interesting to comparesomeof the Author s...

... PERIODS ESTIMATING MAINTENANCE GUIDES FLOOD PLAINS ROADS SUBMERSIBLE DEVON EXMOOR DARTMOOR UK Proc. Instn Ciu. Engrs, Part 2, 1982,73, Mar., 125-134 8511 Devon floods and the waterways of bridges A. B. GEORGE, BSc, FICE, FIHE* As an upland county which receives Atlantic rainfall...

... RESIDUAL CURVES BARNSTAPLE DEVON TAW TORRIDGE UK Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Sept., 827-834 TN 255 The 60 year sea level at Barnstaple as estimated using the convolution method D. J. BATES, BSc(Hons), MICE? A design level was required for proposed civil engineering works...

... DEMOLITION RESTORATION SURVIVING CHAPELS PIERS ESTATES SEMICIRCULAR ANCIENT EXE BRIDGE EXE EXETER DEVON ENGLAND ST EDMUND CHANTERY CHAPEL UK EUROPE Proc. Instn Civ. Engrs, Part 1, 1979, 66, Feb., 127-139 8134 The mediaeval Exe Bridge The mediaeval Exe Bridge was builtat the endof...

... CHAINS FATIGUE ARCHES WEIGHT SPEED ROYAL ALBERT STRENGTHENING SUSPENSION ELASTICITY CONDITIONS FLANGES TRAFFIC COSTS STRESS LOADS SPANS TUBES TRAINS MODELS TESTS SALTASH ROYAL ALBERT TAMAR DEVON CORNWALL UK ...

... underconstruction.This should enable their practicality to be judged as well as indicating likely savings in cost. Introduction The Upper Tamar Dam (Fig. 1) is situated on the Devon/Cornwall border near Bude, 5 km from the sourocfethe Tamar. It is thfeirst of two stages and is of mass concretegravityconstructionwith 21...

...J BRIERLEY; A K BISWAS; R F LEGGET; D G HALL; R C GOSLING © Thomas Telford and ICE 1965 GLASGOW ROYAL COLLEGE OF SCIENCE & TECH. CANADA NATIONAL RESEARCH COUNCIL DEVON RIVER BOARD FLOODING CITIES FLOODS HYDROLOGY ISOHYETS RAINFALL BANKS PREVENTION EXE VALLEY...

... of drawings,fromwhich the Figures in the text have been prepared. TAMAR PLYMOUTH SALTASH CORNWALL DEVON UK ...

...J BRIERLEY Paper No. 6753 FLOODING IN THE EXE VALLEY, 1960 by John Brierley, M.I.C.E. City Engineer & Surveyor, Exeter For written discussion SYNOPSIS There was an exceptionally heavy rainfall in the West Country during the Autumn of 1960, which caused serious flooding in many parts of Devon...

... DARTMOOR DEVON UK DISCUSSIONON DESIGN AND CONSTRUCTION OF THE AVON DAM 601 Paper No. 6316 The design and construction of the Avon Dam? by James Main Linton Bogle, M.C., B.Eng., M.I.C.E., M.1.Mech.E. Robert Miller ROSS,B.Sc., A.M.I.C.E. and Thomas McMillan, M.I.C.E. Discussion Mr J. A. Banks...

... the Bala Brook (see Fig. 1, Plate 1) was augmented in 1938 byan additional intake on themain River Avon, givinga total maximum authorized abstraction rate of 900,000 g.p.d. 2. In 1950 the South Devon Water Board was formed to supply the three above-mentioned districts with the addition of the Borough...

... SALTASH TAMAR CORNWALL ROYAL ALBERT DEVON UK ...