... TRANSLATION SIGNALS INCLINATION TRANSDUCERS INSTRUMENTS INSTRUMENTATION SUSPENDED SIMPLE RATES INSTANTANEOUS THEORY SPREADSHEETS ALGORITHMS LOGGERS SYSTEMS DATA ANALYSIS TELEMETRY PREDICTION ACCURACY CALIBRATION METHODS WATER QUALITY WASTEWATER CALCULATIONS PIPES SHEARED...

... MATHEMATICAL WATER SUPPLY PIPES DETERMINISTIC TEMPERATURE KEIGHLEY WEST YORKSHIRE UK Predicting water quality in distribution systems using artificial neural networks P. J. Skipworth, BEng, PhD, A. J. Saul, BEng, PhD and J. Machell, BSc, CChem, FRSC, FCIWEM Proc. Instn Civ. Engrs Wat...

... LIGHTING IMAGES ROBUSTNESS SEWERAGE NON MAN ENTRY PIPES REPAIRS DIGITAL DRAINS INSPECTION MAINTENANCE LABORATORIES SYSTEMS INTERSECTIONS INFORMATION TECHNOLOGY HEALTH SAFETY WORKS TEMPORARY Automatic visual detection of lateral junctions in sewers Proc. Instn Civ. Engrs Wat., Marit...

...T G HUGHES; M G GORJIBANDY © Thomas Telford and ICE 1997 WALES UNIVERSITY CARDIFF MASANDARAN UNIVERSITY DRAINAGE OUTFALLS TIDES TIDAL EFFECT PONDS DETENTION SURFACE WATER ANALYSIS FREQUENCY RAIN FLOODING COASTS SURCHARGE PIPES DISCRETISATION PROBABILITY...

...T M SIWIEC; J K WHITE WARSAW UNIVERSITY QUEEN MARY & WESTFIELD COLLEGE LONDON UNIVERSITY PUMPS INSTALLATION DESIGN PROCEDURE MULTI JET JETS METHODS CALCULATING FLOW HEADS LOSS PIPES DEWATERING FOUNDATIONS EXCAVATIONS FINE SOILS CONSTITUTIVE EQUATIONS MODELLING...

...R BURROWS; D Q QIU © Thomas Telford and ICE 1995 LIVERPOOL UNIVERSITY HYDRAULICS PIPELINES AIR POCKETS EFFECT SURGES PRESSURE PEAKS SHUTDOWN TRANSIENT BEHAVIOUR FAILURES ENTRAPMENT WATER BUBBLES SUCTION PIPES PROFILES GRADIENTS ANALYSIS APPLICATIONS CONFIGURATION...

... TRANSMISSIVITY RAINFALL PUMPING TESTS TEMPORARY WORKS EMBANKMENTS GEOTECHNICS TRANSFER TUNNELS DRAW OFF CULVERTS PIPES VALVES SYSTEMS OVERFLOWS WETTING SETTLEMENT CARSINGTON DERBYSHIRE ENGLAND UK DISCUSSION Reconstructed Carsington Dam: design h o c . Instn Civ. Engrs Wat...

...SIOW YONG LIM; S Y LIM © Thomas Telford and ICE 1995 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE HYDRAULICS SCOUR CULVERTS FLOW OUTLETS WALLS JETS WATER PIPES DEPTH FORMULAE TAILWATER ANALYSIS EXPERIMENTS TANKS HOLES EQUILIBRIUM ESTIMATING GEOMETRY CHARACTERISTICS...

...G D MATTHEW; H DARCY; L PRANDTL; COLEBROOK WHITE; C M WHITE; C COLEBROOK; NIKURADSE Turbulent flow in pipes: a historic speculation Proc. InsfnCiv. Engrs Wat., Marit. &Energy, 1994 106, Dec., 311-316 G.D.Matthew, BScEng, PhD, MICE Water Board Water Panel Paper 10277 This Paper speculateson how...

...C P HIGGINS; J A HARRIS UK SELLAFIELD WINDSCALE DUDDON ESTUARY GAS PIPELINES PLANNING CONSTRUCTION TERMINALS SUPPLY CROSSINGS ESTUARIES ENERGY ENVIRONMENT PLANT CHP COMBINED HEAT POWER STEEL PIPES HIGH PRESSURE TRANSMISSION ROUTES PLANNING TIDAL SAND SITE...

... PIPELINES PIPES STRUCTURES FLOW CONTROL ANCHORAGES ACCESS DRAINAGE AIR VENTING VALVES METERS CHLORINATION DURABILITY PROTECTION CORROSION CONSORTIA JOINT VENTURES TURNKEY CONTRACTS WELLS COLLECTORS SABKHA DEWATERING GEOTECHNICS INVESTIGATIONS BOREHOLES ALIGNMENT JOINTS...

... producing1.0 MCMD; the necessary collection sysems from the wells; two 4000 mm d i a m e t e r conveyance pipelines of prestressed concrete cylindrical pipe (PCCP) totalling o v e r 1500 km; storage reservoirs; major a n c i l l a r y w o r k sand an integrated communications and c o n t r o l system...

... TRANSFER PIPELINES PIPES AGRICULTURE COASTS TOWNS CITIES INDUSTRIES WATER RESOURCES MANAGEMENT ORGANISATION WELLFIELDS BURIED CONVEYANCE PRESTRESSED CONCRETE CYLINDERS RESERVOIRS CONTROL PUMPS WELLS CONTRACTS QUALITY ASSURANCE CONSORTIA JOINT VENTURES GROUNDWATER SAHARA...

... The Paper describesthe construction manufacturing plant at Brega is500 mm dia- Written discussion work carried out for Phase I ofthe Great meter ductile iron 150km long. Prestressed closes l6August I994 Man-Made RiverProject, Libya, by the concrete pipes are each 7.5 m long and4000 mm Dong AhConsortium...