...G C PEATTIE; M S MOJABI BRISTOL THE GALLERIES RIVER FROME BROADMEAD UK Proc. lnstn Ciu. Engrs, Part 1,1991, 90, Dec., 1225-1253 PAPER 9113 GROUND BOARD Design and constructionof the basementof The Galleries Shopping Centre, Bristol EurIng G. C. PEATTIE, MA, MICE MIStructE* M. S...

...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

...ICID; M J WAKELIN; R J MAINS SMITH; J D WINDERS; F M JARDINE Proc. Instn Ciu. Engrs, Part 1,1991, 90, Oct., 1121-1133 JOINTHALF-DAY MEETING WATERBOARD INTERNATIONALCOMMISSION ON IRRIGATION AND DRAINAGE River andcoastal flood embankments Introducers M. J. WAKELIN, BSc, FICE, FIWEM* R.J. MAINS-SMITH...

...B R A BLAXALL; P M DEASON; R D GILLESPIE; R A VICKERS © Thomas Telford and ICE 1991 MOTT MACDONALD DEPARTMENT OF TRANSPORT DARTFORD RIVER CROSSING TRAFALGAR HOUSE T H TECHNOLOGY DARTFORD RIVER CROSSING LTD CROSSINGS TUNNELS BRIDGES RIVERS CONSTRUCTION FINANCE PRIVATE...

...P G FOOKES; J R STONER; J H MACKINTOSH © Thomas Telford and ICE 1991 PRICE BROTHERS MAN MADE RIVERS PROJECTS CONCRETE TECHNOLOGY PRESTRESSED PIPES MANUFACTURE ARTIFICIAL CYLINDERS ENVIRONMENTAL FACTORS CLIMATE DESERTS GEOLOGY MATERIALS WINNING PREPARATION AGGREGATES...

...J R STONER; P G FOOKES SAHARA DESERT LIBYA AFRICA Proc. Instn Ciu. Engrs, Part 1,1991, W,Aug., 853-879 PAPER 9749 STRUCTURBAULILDAINNDG BOARD The Libyan Great Man-Made River Project PhIa.se Part l :manufactureof prestressed concrete cylinder pipe J. R. STONER, BSc, MICE, MIWEM* P.G...

...J R SAUNDERS; BS 5400 © Thomas Telford and ICE 1991 TRAVERS MORGAN RIVERS VIADUCTS DESIGN CARRIAGEWAYS BYPASSES VALLEYS TOPOGRAPHY ROADS ALIGNMENT PIERS EXCAVATIONS CONCRETE FOOTINGS HOLLOW SUPERSTRUCTURES SPANS POST TENSIONED IN SITU FEASIBILITY GEOLOGY COSTS...

...C G THOMAS; S D BOURNE ROBERT BENAIM EDMUND NUTTALL RIVERS VIADUCTS CONSTRUCTION METHODS CONTRACTORS FOUNDATIONS CANTILEVER PLANNING SUBSTRUCTURES SUPERSTRUCTURES MULTISPAN CARRIAGEWAYS SINGLE ROADS BRIDGES VALLEYS BYPASSES CONCRETE BOX CULVERTS SINGLE SPAN...

...K L COLE; P C NEAL; BLONDIN SIR ALEXANDER GIBB BALFOUR BEATTY EDMUND NUTTALL VICTORIA PROJECT CONSTRUCTION DAMS COUNTRIES DEVELOPING TROPICS PLANNING CONTROL PROJECTS MANAGEMENT RIVERS DISCHARGES REGIMES TEMPORARY WORKS INSTALLATIONS PLANT METHODS EXCAVATIONS...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA © Thomas Telford and ICE 1991 BRADFORD UNIVERSITY PHILLIP WILLIAMS UNITED STATES GEOLOGICAL SURVEY UNISTAGEOSUR CONTRACOSTA WATER SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS...

... FLOODS RIVERS RAINFALL DAMAGE FLOOD PLAINS POLICIES CONTROL STUDIES EMBANKMENTS PROTECTION WATERWAYS GANGES BRAHMAPUTRA BANGLADESH ASIA Proc. Instn Civ. Engrs, Part 1, 1990, 88, Dec., 1131-1135 INFODRISMCAUMLSASERIONITNGIMINEEERING GROUP Flooding in Bangladesh Introducers J. I...

...R S MCKENZIE; R B ALLEN © Thomas Telford and ICE 1990 BKS WATER RESOURCES PRETORIA MODERN WATER RESOURCES ASSESSMENT TECHNIQUES RIVERS WATER SUPPLY DEMAND CATCHMENTS ADJACENT YIELD SYSTEMS PLANNING TECHNIQUES METHODS COMPUTERS MODELS RESOURCES SUPPLY ALLOCATION...

...P G SAMUELS; K SIVALOGANATHAN; CHNLFLOW BACKWATER LENGTH RIVERS COMPUTERS SOFTWARE FLOW CALCULATIONS CHANNELS © Thomas Telford and ICE 1990 FLUIDMECH SOFTWARE Proc. Instn Ciu. Engrs, Part 2, 1990,89, Dec., 581-583 DISCUSSION ON PWA9P4AE7T9NREGRINEERING GROUP Backwater...

...CH POTHECARY; L BRINDLE BRIDGES SUBSTRUCTURES WORK PRECAST FOUNDATIONS RIVERS TEMPORARY CAISSONS STRENGTH SHORT BED SPECIFICATIONS CONSTRUCTION DECKS SEGMENTS TECHNIQUES COLUMNS TIDAL REINFORCED PIERS ALIGNMENT COUNTER CASTING A39 PRECASTING GLUED SEGMENTAL PROBLEMS...

...H OLIVIER © Thomas Telford and ICE 1990 HYDROELECTRICITY POWER TRANSMISSION POTENTIAL LONG DISTANCE RIVERS ENERGY ELECTRICITY PROJECTS AFRICA SOUTH AFRICA UGANDA ZAIRE MALAWI ZAMBIA MOZ Proc. Instn Ciu. Engrs, Part 1,1990,88, Feb., 115-1 32 LECTURE...

... RIVERS DOWNSTREAM ESTIMATING CONTROL SCALE FLOW PERTURBATION MODELLING WORKS TAILGATES OPERATION DRAINAGE HYDRAULICS RESEARCH LTD Proc. Instn Ciu.Engrs, Part 2,1989,87, Dec., 571-582 PAPER 9419 WATERGERNOGUINP EERING Backwater lengths in rivers P.G. SAMUELS, MA, PhD, MICE, MIWEM* One...

... of the site for the main dam also permitted the installation of asidechannel spillwaywhich compleinentedtheembankmentdam concept. 3. The sharp left-hand bend in the Kiambere Gorge dictated that the power scheme development be located on the left bank of the river to minimize tunnel lengths. At the downstream...

... include the redamation OF land from the sea and foreshore, land and marine borrow areas, river and sea walls, a harbour with wharfs and a pier, drainage, pumping stations, roads and bridges. Details are given of programming, project co-ordination and contract arrangements. Introduction Tuen Munis one...

... Africa (RSA) was a high plateau, with highrainfall confined to a narrow strip. The river flows were erratic, which affected the main Vaal river which supplied 60% of the industrial potential of RSA, and irrigation projects. Additional water was already imported from theeast, but even so the resourceswere...

...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...