.... Construction of the marine embankment and adjacent reclamation involved the removal by dredging of 3 million m3 of soft marine clay and deposition of about7 million m3 of submersible and compactablefill.Beforedredging startedan extensive site investigation was carriedout to determine the extent to which soft...

... MODELS FLOW RESISTANCE MODELLING STUDIES SLOPES STABILITY HEADWORKS DEPOSITION NUMERICAL BEHAVIOUR MARALA RAVI PAKISTAN ASIA Proc. Instn Civ.Engrs, Part 2,1985.79. Mar., 203-209 TECHNICAL NOTE 440 EWNGATINEERERING GROUP Simulationof channel steepening in the Marala-Ravi Link...

... to supportthe0utfa1l.l~Forexample,the Weyerhaeuser 1.83-m-dia. woodstave outfall into Grays Harbor, Washingtown,as supported in this way. 7. Sand erosion and deposition cycles can be short-term or long-term.14 In the latter regard, the planninfgor all outfall should include perusalof as manyyears of coastal change...

...PA MANTZ; HL WAKELING; WR PARKER; R KIRBY; TJ SMITH; DJA WILLIAMS © Thomas Telford and ICE 1983 MOVEMENT SEDIMENTS BARS SAND OFFSHORE GEOLOGY RATE TIME SEDIMENTATION EROSION STABILITY DEPOSITION LAYERS DATA CONCENTRATION MODELS TRANSPORT BAYS TIDES BRIDGWATER...

... DISPLACEMENT PEAT LONGITUDINAL MOTORWAYS MIX ALLUVIAL EXCAVATIONS DEPOSITS DEPOSITION MATERIALS ROLLERS FIBROUS MODES M180 GEOLOGY PORE SHEAR EMBANKMENTS LAYERS CRACKS PAVEMENTS ROADBASE ROADS PLAINS LOCAL RIVERS GRANULAR COMPACTION DRAINAGE TOES FAILURES M181 HYDROLOGY STRESS...

...P NOVAK; TM PRUS CHACINSKI; C NALLURI; J GAY © Thomas Telford and ICE 1979 D BALFOUR C H DOBBIE SEWERS DEPOSITION TRANSPORT SEPTICITY SEDIMENTS DESIGN VELOCITY NO SEDIMENT CLIMATE Proc. Instn Ciu. Engrs, Part 2, 1979, 67, Mar., 251-252 TN 193 DISCUSSION Sewer design...

...P NOVAK; C NALLURI © Thomas Telford and ICE 1978 NEWCASTLE UNIVERSITY SEWERS DEPOSITION DATA INCIPIENT STANDARD PIPES DESIGN EVALUATION MOTION SEDIMENTS HYDRAULIC DISCHARGES SIZE SELF CLEANSING NO SEDIMENT EXPERIMENTAL STUDIES TRANSPORT VELOCITY SLOPES...

...JO JACKSON © Thomas Telford and ICE 1978 LAGOS UNIVERSITY FOUNDATIONS CLAYEY DEPOSITS CEMENT HAEMATITE WATER LOCAL SHEAR PONDING PARAMETERS TRIAXIAL INUNDATION PLEISTOCENE GEOLOGY GEOTECHNICS FAILURES SAND LABORATORIES IRON PSEUDO SILT INFILTRATION FORMATION...

...J STEBBINGS; SIR C INGUS; G LACEY; E S LINDLEY; F M HENDERSON; R A CALLANDER © Thomas Telford and ICE 1964 SIR M MCDONALD CANTERBURY UNIVERSITY N2 AUCKLAND UNIVERSITY SHAPE SELF FORMED MODELS ALLUVIAL CHANNELS EXPERIMENTS REGIMES THEORY EQUATIONS EROSION DEPOSITION...

... COUNTRIES DEVELOPING SAND EROSION CAPACITY HYDROELECTRICITY FLOODS REGIMES REGULATION COSTS ECONOMICS INDUSTRIES DEPOSITION CURTAIN SAFETY SANDSTONE NUBIAN GROUNDWATER EQUATIONS DESERTS WATER TABLE CULTIVATION DEPOSITION METHODS DIGITAL COMPUTERS MOVEMENT VELOCITY DISCUSSION...

...F J T KESTNER; HRS © Thomas Telford and ICE 1961 HYDRAULICS RESEARCH STATION HRS SHORT TERM CHANGE DISTRIBUTION SEDIMENTS ESTUARIES FINE FIELD INVESTIGATIONS BAYS RIVERS MUD DEPOSITION MATERIALS SUSPENSION EROSION LOADS CORES BEDS TIDES COARSE SILT CHANNELS...

... containingparticles in suspensionthrough a porous septum is consideredtheoretically as consisting of twomechanisms.These are: (1) deposition of particles in the pores of the septum; and(ii) depositionof particles on the surface of the septum. From the theory the relation between pressure loss and volume filtered can...

... of suspended soli& through one sectionof the estuary are reported on, andthe effect of tidal range on the transport of solidsis considered. Measurements in the outer estuary show that dredged material dumped at the Black Deep re-enters the estuary and is carried upstream to the areas of deposition...