...B F J BRADBEER; C A HART © Thomas Telford and ICE 1948 SURVEYING PHOTOGRAPHY DESIGN STANDARDS THIRD WORLD COUNTRIES DEVELOPING ROADS SAFETY GRADES SEPARATION LANES TRAFFIC METHODS SURVEYS GEOLOGY SOILS REGULATIONS LANDSCAPING SAFETY PHOTOGRAMMETRY FLYING MAPS MODELS...

...C C INGLIS; G LACEY MEANDERS BEARING RIVERS TRAINING CONTROL FLOW OPEN CHANNELS DISCHARGES GRADES BEHAVIOUR MODELS INVESTIGATIONS CURVATURE TRAINING FORMULAE SARDA RIVER BANBASSA KOSI RIVER RUPNARAIN RIVER NEPAL THE INSTITUTION OF CIVIL ENGINEERS. MARITIME...

...C C INGLIS © Thomas Telford and ICE 1946 EAST INDIA RAILWAY TRAINING WORKS MODELS EXPERIMENTS PREVENTION BANKS EROSION RAILWAYS DESIGN GROYNES FLOODS DISCHARGES FLOW TIDES RUPNARAIN RIVER BENGAL NAGPUR CALCUTTA MADRAS BOMBAY KOLAGHAT BRIDG. DAMODAR RIVER...

...C G HAWES; F J SALBERG; C W KNIGHT; W L C TRENCH; J ALLEN; J G BROWN; J DUVIVIER; M D KILFORD; G LACEY; A V VENABLES; WENTWORTH SHEILDS; FEW SHEILDS EAST INDIA RAILWAY PUNJAB IRRIGATION DEPARTMENT TRAINING WORKS CONSTRUCTION MODELS EXPERIMENTS PREVENTION BANKS EROSION RAILWAYS...

... concerning models A and B Typicalresultsobtained from model A . . . . Typicalresultsobtained from plodel B . . . . Summary of observations made on models A and B Size and weight of material required for causeways .The driftof blocks when dropped into a current...

... tide. In normal times, in addition to tidalobservations, arrangements would have been made to carry out a complete model-experiment before any decision was takenas tothe methods to be adopted for building the causeways. This model would have reproduced t o scale the whole of Scapa Flow, with all...

.... In normal times much more thorough experimental investigations would have been made before embarking on the work, and a full-scale model of the whole of Scapa Flow would certainly have been prepared, instead of the model being confined to the immediate vicinity of the Sounds. The information which...

... Central Depot of the City of Westminster. Professor Beggs has alsoapplied the method to the solution of sus- pension bridges. Inan earlier Paper 2 hreefers tothe Grandfey viaduct near Fribourg, Switzerland, as having been designed by the use of models. Modelswere alsoused in the design...

...-thod . . . . . . . . . . .. .. .. .. .. .. .. 13 13 INTRODUCTION. EXPERIMENTAmLethods for investigating the stresses set up in structures under load can be divided into two main classes :- (l)Direct method, in which a model is supported in the same way as the original structure and then loaded so...