...M G ANDERSON; D M LLOYD © Thomas Telford and ICE 1991 BRISTOL UNIVERSITY SUB MODELS COMBINED SLOPES HYDROLOGY STABILITY MODELS CUTS DESIGN CHARTS COUPLED TWO DIMENSIONAL MODELLING PORE PRESSURE SUCTION STORMS EVENTS INSTABILITY FAILURES RAINFALL TROPICS RAIN...

...A J CHADWICK © Thomas Telford and ICE 1989 BRIGHTON POLYTECHNIC MEASUREMENT ANALYSIS INSHORE WAVES CLIMATE SYSTEMS FIELD MICROCOMPUTERS COSTS FLEXIBILITY SPEED DATA RETRIEVAL COMPONENTS PERFORMANCE STORMS EVENTS SHALLOW WATER SPECTRAL SASW STATISTICS ENERGY...

...G CHIESA; G FERRO; P GRILLO © Thomas Telford and ICE 1987 SNAMPROGETTI SPA, MILAN D`APPOLONIA SPA, GENOA SNAMPROGETTI LTD, BASINGSTOKE STOCHASTIC EVENTS LOADS MODELLING RELIABILITY ANALYSIS JACKETS STRUCTURES COMPONENTS MARINE ENVIRONMENT IDENTIFICATION EFFECT...

...R PILCHER; I FLOOD © Thomas Telford and ICE 1984 UMIST SIMULATION MODELS CONSTRUCTION STOCHASTIC TECHNIQUES MANAGEMENT DISCRETE EVENTS DIGITAL MODELLING COMPUTERS SYSTEMS LANGUAGES SCHEMATIC SYMBOLS REPRESENTATIVE DIAGRAMS EXCAVATING SENSITIVITY ANALYSIS CONCRETE...

... BASINS STUDIES MANUAL RAINFALL STORMS SEPARATION HYDROGRAPHS AREAS MECHANISMS GROWTH CORRELATION DATA SCALING RATIOS ANALYSIS LAG STREAMFLOW EVENTS ESTIMATING SUSSEX LONDON UK Proc. Instn Ciu. Engrs, Part 2, 1981, 71, Mar., 37-50 8388 A dimensionlesshyudnritograph...

... records had been obtained since 1940, reasonably good records from about 1900 and rather inadequate records, based on felt information, since 1830. For still earlier events, it was necessary to fall back on history, legend and geological evidence. The principal value of geologicalevidence,however...

... VALUE SAFETY BANKS DATA MAXIMUM CATCHMENTS MODELS PERIODS HYDROGRAPHS PROBABILITY LEVELS SURGES EVENTS STATISTICS HEIGHT CREST LONG TERM PREDICTION FINITE DIFFERENCE WATER STATIONS VARIABLES Proc. Insrn Cio. Engrs, Part 2, 1979, 61, Mar., 31-50 8162 Forecasting flood levels...

...RB BULMAN; R HEPWORTH; RK PRICE © Thomas Telford and ICE 1979 WARD ASHCROFT AND PARTMAN RIVERS MODELS EVENTS LINEAR FLOW CHANNELS CATCHMENTS DESIGN DURATION PEAK UNITS FLOOD PLAINS FLOODS RAINFALL RESPONSES DISCHARGES HYDROGRAPHS STORAGE RHYMNEY SOAR...