.... The method is general, although in this case data are drawn from numerical modelling of linked surface and subsurface flow equations, covering variably saturated throughflow and both infiltration-excess and saturation-excess overland flow. Nomographs are presented which can be used in a straightforward...

...AE CHURCHMAN; MA GIRNARY; AP MYERS; S PORT; G STORER © Thomas Telford and ICE 1987 G MAUNSELL & PARTNERS TRAVERS MORGAN & PARTNERS GENERAL COMPUTERS CAD AIDED AIDS DRAFTING DESIGN GRAPHICS GDS SYSTEMS SOFTWARE MANAGEMENT TAYLOR WOODROW CONSTRUCTION...

...H ANDERSON Corrigenda for Paper 7319 Published in Proc. Znstn Ciu. Engrs, 1971, 49, May, 37-51 A general method of analysis for two-dimensional pile groups. H. Anderson Fig. l(b) 8 25, line 4 for y, read X, for cord read card Table 3 for Input V read Input V Table 5, column 1, 18th item...

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

...J MUNRO IMPERIAL COLLEGE LINEAR ANALYSIS THIN SHALLOW SHELLS GENERAL HETEROGENEOUS EQUATIONS SECOND ORDER INTEGRAL SOLUTIONS BOUNDARIES CONDITIONS CURVATURE EQUILIBRIUM STRESS INTERNAL ACTION STRAIN RELATIONS DISPLACEMENT SURFACES TRANSLATIONAL CYLINDRICAL...

...A M HOLBEIN; SIR G MCNAUGHTON N6 NEWS The operation of the General Conditionsof Contract for works of civil engineering construction An Ordinary Meeting of the Institution of Civil Engineers was held on 24 November, 1960, to discuss the operation of the General Conditions of Contract for works...