.... Kenn, Fellow (formerly Headof Hydraulics, Imperial College, London) The Authors succinct accountof their long experience with their innovative, efficient, effective and inexpensive maximum-discharge flood-relief structures will be of great interest to all water engineers. 67. The quiet passage...

... of safety of 1.7 on the assumption of hydrostatic internal uplift pressure of 100% on the upstream face and zero on the downstream face. 7. In addition pressure relief drainage holes were drilled from the gallery near the upstream face of blocks 1W19 at 3.4 m centres to ensure some control over...

.... High relieffinish 29. An attractivefeature of prominentretaining wallsis the P1 high relief surf- (Figs 11 and 12) conceived as a random sawn boardfinish in three planes Fig. 10. Retaining walls in Colwyn Bay .- . I 911 ROWLAND, JOHNSON AND WENDES ,. . . ijL Fig. I I . P I concretefinish: contract...

...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...

... and analysesof results are described here, togethewr ith the reconstruction work. History of constructionand slipping 3. Bin Brook relief channel was excavated between November 1981 and Feb- ruary 1982. It is bordered on one side 'by the housing estate fence line and on the other by openfarmland. Along...

...KB KHUSHALANI MITHIANI INDUS PAKISTAN ASIA Proc. Znstn Ciu. Engrs, Part 1, 1986,230, Aug., 1051-1055 TN 464 A novel and economic flood relief scheme for Mithiani settlement K. B. KHUSHALANI, BE* Mithiani,asmalltowninPakistan,wasin 1946 indanger of beingerodedbytheRiver...

... UPGRADING CONTRACTS COLLECTORS RELIEF SYSTEMS LIAISON GOVERNMENT ORGANISATIONS MANAGEMENT FUNDING COSTS CONSTRUCTION TENDERING COMMISSIONING CAIRO NILE ABU RAWASH EMBABA ZENEIN EGYPT MIDDLE EAST AFRICA © Thomas Telford and ICE 1985 Proc. Instn Cic. Engrs, Part 1...

... it was concluded that post-impounding levels near the outlet must not be allowed to exceed pre-reservoir levels. Variousmeans of preventingseepagewere considered but the most appropriate solution was to install relief wells downstream of the dam to release the additional water. Soon after first filling...

...JP MILLMORE; R MCNICOL UK © Thomas Telford and ICE 1983 BABTIE SHAW AND MORTON GEOTECHNICS DAMS INVESTIGATIONS DESIGN CONSTRUCTION PERFORMANCE CHARACTERISTICS FOUNDATIONS GLACIAL TILL EARTH EMBANKMENTS CONTROL UNDERSEEPAGE RELIEF WELLS BLANKETS TESTS CLAYS...

... RELIEF PROTECTION TRAFFIC TEMPORARY SITES ADMINISTRATION LAYOUT GEOLOGY PILING STRUTS CONCRETE PRESSURE DEWATERING RESTRUTTING REMOVAL CLOSURES PILES SAND CUTTING DIVING AIRLIFTS FORMATION TESTS CHALK THANET SAND THANET PIEZOMETERS SETTLEMENT INDICATORS RIVER THAMES...

... of Transport and the CountyCouncil over the relief road proposals against the hard facts of rate of return on capitalinvestment. At that time this was the onlymeans of justifying Government expenditure on a trunk road, and this victory heralded the current forms of assessment for trunk road schemes...

...RW SARSBY NOISE SHEETPILING OPERATIONS MOTORWAYS ROADS M67 RELIEF CUTTINGS RETAINING WALLS BRIDGES ABUTMENTS CONSTRUCTION TEMPORARY AREAS POPULATION PILING DROP HAMMERS INSTALLATION SHEET VIBRATIONS PROPERTIES PILES PENETRATION DRIVING DIESEL METHODS SOUND LEVELS...

... not only to the growth ofcrystals.but to dillerential thermal movements or cycles of hydration and dehydration associated with thexceptional ranges of diurnaolsreasonatlemperatureandmoisture changes? Relief and drainage 14. Relief and drainage profoundly allect the groundwater regime and chem- istry...

... STAIRWAYS SUBSTATIONS TICKETS HALLS TICKET HALLS EXTENSIONS INTERCHANGES PASSAGES DRAUGHT RELIEF SETTLEMENT TUNNELLING JUBILEE LINE LONDON BOND STREET ADMIRALTY ARCH GREEN PARK UK Proc. Instn Ciu. Engrs, Part 1, 1979, 66, Aug., 395-406 8250 CONTINUED The Jubilee Line 3...

... STEELWORK WORKS THREE SPAN CONTINUOUS MANAGEMENT FINISHING BRIDGES COUNTRIES ERECTION STEEL CENTRE LANES DECKS SITES SIDES PIERS EQUIPMENT TENSION WELDING DESIGN RELIEF PRECAST PLANNING MAIN NAVIGATION DEVELOPING ASSEMBLY BOX TWIN TRAFFIC SURFACING FLOATING TEMPORARY BASES...

...RHJ SELLIN BRISTOL UNIVERSITY SEWERS POLYMERS FLOW COSTS VARIABLES PATTERNS CONSTRUCTION DATA POLLUTION CAPACITY EXPERIMENTS DISCHARGES RELIEF PERIODS GRADIENTS ESTIMATING COST BENEFIT INJECTION DOSING ADDITIVES CAPACITY REPLACEMENT OVERLOAD RATIOS ESTIMATES...

... ROCKS CONSTRUCTION GROUND PUMPING SEEPAGE WELLS CLAYS LOADS DRAINS RELIEF VERTICAL DERWENT SUNDERLAND SOUTH SHIELDS NORTHUMBERLAND DURHAM UK 7263 Derwent Dam-design considerations N. J. RUFFLE, BSC, FICE' The Paper describes the design, and subsequent changes during...

... SUPERELEVATION FLOODS TRAPEZOIDAL FLOW BENDS MODELS RELIEF SHAPE ALPHIN BROOK Discussion on Paper No. 6952* Design of channels for supercritical flow by A. J. M. Harrison, B.Sc., Dip.H.E. (Delft), A.M.I.C.E. Mr A. M. R. Montagu (Sir M. MacDonaId and Partners) considered thatMr Harrison s Paper...

... estimated a gain of about E150 million per annum in this way.) He did not regard pricing as the alternative t o other methods of relief of cohgestion, in particular road improvements. In his introductory notes Mr Roth gave ten requirements that should be fulfilled by a road pricing system. 1. Charges should...

... of shallow holes of an average depth of 35 ft was used. Pressure reIief 21. As a precaution against pressure building up in thefoundations down- stream of the dam, 42 relief holes were drilled at 10-ft intervals. They drain into galleries constructed immediately downstream of the spillway channels where V...