...D ATHERTON; P D JACKSON; R COWELL; R SMITH; P W FRIEND © Thomas Telford and ICE 1991 CLOSE TOLERANCES STRUCTURES SPECIFICATIONS PERFORMANCE VIBRATIONS NOISE TRANSMISSION GEOMETRY DIMENSIONS BUILDINGS VACUUM DEWATERING ISOLATION Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

...R BURROWS; KHM ALI © Thomas Telford and ICE 1988 LIVERPOOL UNIVERSITY RECTANGULAR SHAFTS CONFIGURATION STORMS SEWAGE SEWERAGE OVERFLOWS STRUCTURES HEADS DIFFERENTIAL CHAMBERS RETENTION VOLUME DESIGN DIMENSIONS CONVENTIONAL PERFORMANCE PARTICLES EFFICIENCY TESTS...

...DUEN HO; CHI HO LIU © Thomas Telford and ICE 1986 HONG KONG UNIVERSITY SHEAR WALLS CORES ASSEMBLY STRUCTURES DIMENSIONS GEOMETRY THREE DIMENSIONAL BOUNDARIES Proc. Instn Ciu. Engrs, Part 2,1986,81, Sept.,4 3 3 4 6 UGCINTEU9ER0R3AI3NLGPAPERNR GROUP Shear-wall and shear-core...

...DA HUGHES; AB WOOD © Thomas Telford and ICE 1984 MERZ AND MCLELLAN RIVERS CROSSINGS DESIGN TRANSMISSION EQUAL SPANS TOWERS CIRCUITS DELTAS FORMATION WIND LOADS TESTING TESTS DIMENSIONS CONFIGURATION LINES CONDUCTORS EARTH VIBRATIONS CONTROL MONITORING INSULATORS...

...AR BOKAIAN © Thomas Telford and ICE 1982 LONDON CENTRE FOR MARINE TECHNOLOGY UNIVERSITY COLLEGE LONDON FAST WATER DEFLECTION TRANSVERSE WALLS EXPERIMENTS JETS FINITE DIMENSIONS OVERFLOWS SPILLWAYS SMOOTH VERTICAL PERPENDICULAR INITIAL FLOW STATE DEVELOPMENT...

...J ELLIS; G PENDER © Thomas Telford and ICE 1982 STRATHCLYDE UNIVERSITY Proc. Instn Ciu.Engrs, Part 2, 1982,73,June, 299-312 Chute spillway design calculations J. ELLIS* G. PENDER' An important aspect of reservoir design is the provision of adequate spillway chute dimensions...

... RIVERS DIMENSIONS ACCURACY DEPTH MATERIALS CONSTRAINTS PROVISION ENGINEERING RELATIONS CORRELATION Proc. Instn Civ. Engrs, Part 2, 1977, 63,Sept., 613-623 8032 Sympathetic changes in river regime DeviationsofobservedriverdimensionsfromthosegivenbyLaceyformulae' are investigated. A setofmore...

...AD EDWARDS © Thomas Telford and ICE 1977 IMPERIAL COLLEGE DEPARTMENT OF THE ENVIRONMENT STRUCTURAL BOX WEBS SHEAR SINGLE PRISMATIC PRECAST RATIOS SPECIMENS LOADS STRAIN COLLAPSE NON LINEAR MODELS DIMENSIONS BEHAVIOUR BEAMS COMBINED CONSTRUCTION CELLS LONGITUDINAL...

...G LACEY; W PEMBERTON UNIFORM CHANNELS THEORY SHAPE GENERAL FLOW SELF FORMED ANALOGUES FACTORS FORMULAE ALLUVIAL REGIMES DIMENSIONS © Thomas Telford and ICE 1972 SIR M MACDONALD TECHNICAL NOTE 71 A general formula for uniform flow in self-formedalluvial channels G...

... of the dimension of the active force coefficient, i.e. p/plV,a/plVa, pJpVaand E/pV 2 ;the characteristic force measure being V2/lX p13 =p12 V a . Inclusion of additional active forcesin criteria +3. For ship model testing, the (n 1) force term equation is: . .p v ~ , o+(R,p12v2, pg13, = . . . (4) Therefore 306 NON...

... of experiments carried out on a side weir in a prismatic rectangular channel in which the dimensions of the weir were varied over a wide range. A theoretical analysisof the problem is given, which revealsthat two equa- tions are required to describe the motion in any case, one relating quantity and head...

... HIGHWAYS BRIDGES LOADING DESIGN VEHICLES REGULATIONS WEIGHT DIMENSIONS BENDING CARRIAGEWAYS MOMENTS DISTRIBUTION LORRIES STANDARDS SPANS DISOUSSION ON BRITISH HIGHWAY BRIDGE LOADING 351 Discussion The Author, in presenting his Paper, included additional material and anticipated some points...