... according to non-uniform velocity ®elds through fast and slow components to produce river ¯ows. 9. Modelled river discharge time series were analysed using a standard partial duration series method7 to give ¯ood frequency curves. This is preferred to the use of annual maxima because of the greater number...

... CONCENTRATION MATERIALS DEFECTS CRACKS PARAMETERS TESTS SPECIMENS CURVES INSTALLATIONS FRACTURE MECHANICS INDUSTRIES STUDIES OIL COMPANIES JACKETS PROPERTIES BEHAVIOUR FACTORS MODELS INITIATION CRUCIFORM AIR CONSTANT AMPLITUDE LOADING LOADS WATER NODAL NORTH SEA RUNNING HEAD...

... for the drawdown of the bottom relative to the horizontalh, a s curve inchutes ispresented. The predic- local pressure head,X a s the streamwise coordi- tion is compared with selected model nate and V a s velocity (Fig. l),the Bernoulli observations. Explicit relations for local equation is flow depth and Froude...

... CAPACITY FLOOD PLAINS STAGE CURVES RESISTANCE SMOOTH VELOCITY MECHANISMS MODELS Behaviour of meandering two-stage channels R. H. 1.s e l l i n , PhD, DSc,FEE*FIWEM, MASCE, D.A . Ervine, PhD, MICE, MIWEM, and B. B. Willetts,MA, PhD, FICE Proc. Instn Ciu. Engrs Wat.,Marit. &Energy, 1993, 101, June...