...J J J CHEN; A D ACKLAND © Thomas Telford and ICE 1990 AUCKLAND UNIVERSITY CORRELATION LAMINAR TRANSITIONAL TURBULENT FLOW FRICTION FACTORS CONTINUOUS EQUATIONS REGIMES INTERMITTENCY REPRESENTATION APPROXIMATION PROBABILITY DISTRIBUTION CALCULATIONS Proc. Instn Ciu...

...J A TAWN; J M VASSIE © Thomas Telford and ICE 1990 SHEFFIELD UNIVERSITY BIDSTON OBSERVATORY SPATIAL TRANSFER SEA LEVEL DATA PROBABILITY METHODS OCEANOGRAPHY JOINT TIDES SURGES TIDAL SEA LEVELS h o c . Instn Cio. Engrs, Part 2, 1990, Ss, Sept., 433-438 TECHNICAL NOTE...

...JA TAWN; JM VASSIE; EJ GUMBEL SHEFFIELD UNIVERSITY PROUDMAN OCEANOGRAPHIC LABORATORY SEA LEVELS JOINT PROBABILITY METHODS ESTIMATES DATA SETS SHORT STATISTICS VALUE THEORY ACCURACY ESTIMATING SURGES SPECIMENS TIDES SEASONALITY INTERACTION DENSITY PORTS DIAGRAMS...

...MA NOUH; HS WHEATER; AP BUTLER; RB BULMAN © Thomas Telford and ICE 1988 RAINFALL ANALYSIS PROBABILITY METHODS SAUDI ARABIA MIDDLE EAST Proc. Instn Ciu. Engrs, Part 2,1988,85,Mar., 201-206 DISCUSSION4O8N4 TN WATER ENGINEEGRRINOGUP Analysis of rainfall in thesouth-west region...

...JM MITCHELL © Thomas Telford and ICE 1987 OVE ARUP & PARTNERS ANCHORAGES GROUND DEFLECTION SAFETY PARTIAL FACTORS DESIGN LIMIT STATE METHODS STANDARDS LOAD FACTOR PERMISSIBLE STRESS LOADS PROBABILITY Proc. Instn Ciu. Engrs, Part 1,1987,82, Jun., 607-614 TN489...

... RESERVOIRS PRIVATISATION STAFF THEORY METHODS ANALYSIS PROBABILITY MAINS PIPELINES PIPES CONSUMPTION BURSTS FAILURES REPAIRS MAINTENANCE WATER SUPPLY Proc. Instn Ciu. Engrs, Part 1, 1987,82, Apr.,447454 EN89G69INWDEAIESTRCEIUNRSGSION GROUP Assessing the reliability of supply and levelof...

...KVH SMITH © Thomas Telford and ICE 1986 SOUTHAMPTON UNIVERSITY STABILITY ROCKS ANALYSIS PROTECTION EARTH WEIRS EROSION WATER DIVERSION CORES TEMPORARY EMERGENCIES SPILLWAYS PROBABILITY BANKS RIVERS CANALS COSTS CONCRETE BLOCKS DESIGN PROBLEMS DATA FORCES...

...JG PERRY; RW HAYES; M BARNES; A NORMAN; RJ BUTLER; RK CORRIE © Thomas Telford and ICE 1986 RISKS ANALYSIS TECHNIQUES MANAGEMENT PROJECTS CONSTRUCTION CONTRACTS TENDERS ESTIMATING PROBABILITY METHODS ENGINEERS CLIENTS THEORY UTILITY LIABILITY MONTE CARLO TECHNIQUES...

...G GERMANOPOULOS; PW JOWITT; JP LUMBERS ASSESSMENT SUPPLY SERVICES WATER DISTRIBUTION RELIABILITY SYSTEMS METHODS MODELS NETWORKS FAILURES SIMULATION EFFECT PROBABILITY ANALYSIS CASE STUDIES EMERGENCIES STORAGE MAINS BURSTS MATHEMATICS WATER SUPPLY IMPERIAL COLLEGE...

... PROBABILITY MONTE CARLO METHODS SIMULATION UTILITY DECISIONS APPRAISAL TIDAL POWER ESTUARIES BARRAGES CONTRACTORS PRICING CONTINGENCIES INDUSTRIES MERSEY UK Proc. InstnCio. Engrs, Part 1, 1985,78, Jun.,499-521 8809 GROUMPANAEGNEGMIENNETERING Risk and its management in construction...

... MATHEMATICS MODELS PREDICTION PROBABILITY SIMULATION CODES PRACTICE INVESTIGATIONS OPEN EXPOSURE POWER SPECTRAL PARAMETERS GUSTS HONG KONG HONG KONG ASIA Proc. Instn Ciu. Engrs, Part 2, 1984,77, Dec., 465-478 PAPER 8837 STRUCTURALENGINEERING GROUP An appraisal of current methoodfs...

...G LEWIS; AN BEAL; PA CAMPBELL; DH WITHERS © Thomas Telford and ICE 1984 PROBABILITY ESTIMATING PARAMETERS CLIMATOLOGY DATA CLIMATE STATISTICS ANALYSIS WIND EXTRAPOLATION CALCULATIONS MODELS PREDICTION DATABASES METHODS SENSITIVITY DESIGN SPEED MEAN STRUCTURES WEATHER...

...G LEWIS ZIMBABWE UNIVERSITY ESTIMATING PROBABILITY PARAMETERS CLIMATOLOGY SPEED GUSTS WIND AIR TEMPERATURE STATIONS DESIGN VALUE STRUCTURES METHODS CLIMATE LIFETIME © Thomas Telford and ICE 1983 ZIMBABWE AFRICA Proc. Instn Civ.Engrs, Part 2, 1983,15,Sept...

...DR ARCHER © Thomas Telford and ICE 1983 NORTHUMBRIAN WATER AUTHORITY COMPUTERS MODELLING SNOWMELT RUNOFF FLOODS MODELS SNOW SIMULATION SYSTEMS ALTERNATIVE ROUTING LUMPED CATCHMENTS PARAMETERS CALIBRATION PHASE WINTER RAINFALL UPLAND HYDROGRAPHS PROBABILITY...

... and the model error terms are known, equations (8) and (9) can be used to evaluate the mean and coefficientof variation of the pressure differential AP. 16. Knowing the mean and coefficient of variation of AP it is possible to determine levels of probability for AP lying within a specified range. The Chebyshev...

...AB GEORGE; CR NEIL; RB BULMAN; KT BASS © Thomas Telford and ICE 1982 NORTHWEST HYDRAULIC EDMONTON CANADA ROFE KENNARD & LAPWORTH FLOODS WATERWAYS BRIDGES FREQUENCY STANDARDS DISCHARGES CHANNELS PROBABILITY EQUATIONS DESIGN CATCHMENTS FLOODING AREAS WIDTH MASONRY...

... STANDARDS CODES PRACTICE REJECTION TESTS DEVIATION PROBABILITY SELECTION RANDOM EQUATIONS RISKS DEFECTS MINIMUM CURVES CUSTOMERS PRODUCERS SAMPLING VARIABILITY CALCULATIONS THEORY Proc. InstnCiu. Engrs, Part 2,1982,73,June, 515-532 8494 DISCUSSION Concrete cube strengths-what use...

...LORD PENNEY; J FORREST © Thomas Telford and ICE 1982 RISKS SAFETY ENGINEERS NUCLEAR POWER INDUSTRIES RADIATION PROBABILITY DEATHS WORKERS WASTE DISPOSAL ECONOMICS FUEL ENERGY SUPPLY UK Proc. Instn Civ. Engrs, Part 1, 1982, 72, May, 127-134 JAMES FORREST LECTURE Risk...

...AN BEAL; CP 110; CP 114; BS 5328 CONCRETE STATISTICS MATERIALS CODES COMPLIANCE TESTS CRUSHING CUBES CHARACTERISTICS PRACTICE CALCULATIONS SPECIFICATIONS SAMPLING PROBABILITY STRENGTH DEFECTS STANDARDS FORMULAE RATES THEORY Proc. Instn Ciu. Engrs,Part 2,1981,71, Dec., 1037...

... on the major roadbe defined by the function P(t) whichdefines the probability that a random headway will have a duration greater than t. Various characteristics of the flow will also be impliedby the function P , such as q1 the major road flow, the minimum vehicle headway on the major road...