... . MOJABI, BSc, MSc, MPhil, MICE* The Galleries is a retail development in the centreof Bristol. The site presented a number of unusual and challenging problems in the design and construction of the loo00 m2 by 6.0 m deep basement. Site conditions were unfavourable, being in the alluvial flood plain...

... INVESTIGATION FIELD TESTING LABORATORIES TESTS GLACIERS SMEAR DEPOSITS A470 SUPERFICIAL ALLUVIAL CLIMATE HYDROLOGY COARSE GRADING TAFF VALE WALES SOUTH WALES UK Proc. Instn Ciu. Engrs, Part 1,1989,86, Feb., 139-160 9352 GRTOERUNAPGNISNPEOERRTINAGTION Taff Vale trunk roasdtage 4...

...WR WHITE; R BETTESS; WANG SHIQIANG; P ACKERS Proc. Instn Ciu.Engrs, Part 2, 1988,85, Sept.5,77-581 DISCUSSION ON PWA9A1P5TE3ERR ENGINEERING GROUP Frictional characteristicsof alluvial streamsin the lower andupper regimes W. R, White, R.Bettess and Wang Shiqiang Mr P.Ackers, Consultant...

...WR WHITE; R BETTESS; WANG SHIQIANG Proc. InstnCiu. Engrs, Part 2, 1987,83, Dec., 685-700 PAPER 9153 ENGINEEWRAINTGER GROUP Frictional characteristics of alluvial streams in the lower and upper regimes W. R.WHITE, BSc, PhD, MICE* R. BETTESS, BSc, P h D t WANG SHIQIANGS In 1980, White et al...

...R BETTESS; WR WHITE; J STEBBINGS © Thomas Telford and ICE 1984 CHANNELS ALLUVIAL BRAIDING MEANDERING BEDS LOADS SLOPES SEDIMENTS Proc. Instn Civ. Engrs, Part 2, 1984,77,Mar., 103-104 DISCUSSION ON PAPER 8674 Meandering and braidingof alluvial channels R. Bettess and W. R...

...E PARIS © Thomas Telford and ICE 1984 FLORENCE UNIVERSITY RIVERS BEDS RESPONSES ARTIFICIAL CHANGE METHODS FRICTION ESTIMATING CHANNELS ALLUVIAL SEDIMENTS TRANSPORT FORMULAE RELATIONS ANALYSIS FRAMEWORK PARAMETERS INPUT CONCENTRATION FLOW UNITS DISCHARGES MODELS...

...R BETTESS; WR WHITE; HRS © Thomas Telford and ICE 1983 HYDRAULICS RESEARCH STATION HRS CHANNELS ALLUVIAL MEANDERING BRAIDING FRAMEWORK PREDICTION QUANTITATIVE STREAMS SLOPES EQUILIBRIUM VALLEYS RIVERS THEORY STABILITY LABORATORIES OBSERVATIONS FIELD Proc. Instn...

... 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...

...PG FOOKES; AH MARSH © Thomas Telford and ICE 1981 RENDEL PALMER & TRITTON CHARACTERISTICS MODERATE ROCKS SOILS PERFORMANCE CONCRETE ALLUVIAL BORROW PROCESSING MIX DRESSING MATERIALS METAMORPHIC ENGINEERING AGGREGATES LOCAL WORKS HILLSLOPES AREAS FINE DESIGN...

...WR WHITE; E PARIS; R BETTESS; HA EINSTEIN; NL BARBAROSSA; F ENGELUND; AJ RAUDKIVI; HRS © Thomas Telford and ICE 1980 HYDRAULICS RESEARCH STATION FLORENCE UNIVERSITY HRS CHARACTERISTICS ALLUVIAL STREAMS METHODS PREDICTION RESISTANCE CHANNELS EXPERIMENTAL DATA TESTS FIELD...

... of limestones,andthereducedimportance of chemicalweathering,result in a Aeolian sand =Sabkha/salina Alluvial gravel and sand BAlluvial silt and Clay ElMainlycarbonaterockswith widespread cover of calcrete/dolocrete durlcrust 0Other rock outcrops Fig. 3. Superficialdeposits of Arabiansubcontinent 43 FOOKES...

...SV CHITALE; EM LAURSEN Proc. Instn Ch. Engrs, Part 2, 1978, 65, Sept., 537-550 8097 A graphical method for the design of alluvial canals S. V. CHITALE, BE. PhD+ In a rational canal design procedure, the wetted perimeter, hydraulic mean radius and bed slope of a canal have to be evaluatedfor given...

...KVH SMITH © Thomas Telford and ICE 1977 SOUTHAMPTON UNIVERSITY SEDIMENTS IRRIGATION MATERIALS REGIMES DISCHARGES ALLUVIAL CANALS SIZE SECTIONS HEADS TECHNIQUES METHODS BEDS TRANSPORT SLOPES DEPTH DROP Proc. Instn Ciu. Engrs, Part 2, 1971, 63,June, 411-425 7993...

...SIR T FOY; FG CHARLTON INDUS PAKISTAN INDIA ASIA © Thomas Telford and ICE 1976 HYDRAULICS RESEARCH STATION INSTANTANEOUS RIVERS ROUGHNESS REGIMES ALLUVIAL EQUATIONS CHANNELS VELOCITY SEDIMENTS Proc. Znstn Cio. Engrs, Part 2, 1976, 61, Dec., 801 Synopsis...

... TRIAL BYPASSES CENTRIFUGES STABILITY SOFT HIGHWAYS GROUND SAND PORE MOVEMENT COEFFICIENTS EMBANKMENTS ALLUVIAL BANKS CONDITIONS DRAINS PRESSURE EARTHWORKS INSTRUMENTATION Proc. Instn Ciu. Engrs, Part 2, 1976, 61, Sept., 587-619 7877 DISCUSSION Settlement and stability of embankments...

...WA LEWIS; TRRL; RT MURRAY; IF SYMONS Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Dec., 571-593 7877 Settlement and stability of embankments constructed on soft alluvial soils ThisPaperdescribestheresultsofanextensiveprogrammeofresearchintothe problem of predicting the magnitude arnadte...

...KVH SMITH; TJ YATES; G LACEY © Thomas Telford and ICE 1975 SIR M MACDONALD PREDICTION RELATIONS ALLUVIUM TECHNIQUES DEPTH ALLUVIAL GAUGES PARAMETERS DISCHARGES CHANNELS REGIMES BEDS Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Mar., 215-218 7 7 30 DISCUSSION Prediction...

...KVH SMITH; JF KENNEDY; TJ YATES; HA EINSTEIN; AZ ALAM; NL BARBAROSSA © Thomas Telford and ICE 1974 SOUTHAMPTON UNIVERSITY PREDICTION RELATIONS METHODS EFFECT CANALS FLOW DUNES LOWER DEPTH ALLUVIAL TECHNIQUES ALTERATIONS CURVES REGIMES BEDS UPPER DISCHARGES CHANNELS...

...PA JOHNSON; RF STONER © Thomas Telford and ICE 1974 SIR M MACDONALD INDUCED WELLS AQUIFERS FIELD REGIMES EXTRACTION METHODS INTERACTION MOVEMENT BARRAGES RECHARGE ALLUVIAL RIVERS CONFIGURATION CAPACITY DEVELOPMENT RECOVERY THEORY COMPUTERS CONDITIONS RIVERAIN...

...G LACEY; GR HOFFMAN; P ACKERS; T BLENCH; W PEMBERTON; FG CHARLTON; TM PRUS CHAGINSKI; AR THOMAS; MJ SNELL; S SUGIO © Thomas Telford and ICE 1973 FORMULAE ALLUVIAL REGIMES UNIFORM SELF FORMED RIVERS THEORY SEDIMENTS FLOW CHANNELS EQUATIONS IRRIGATION TN 71 DISCUSSION...