...G C PEATTIE; M S MOJABI © Thomas Telford and ICE 1991 OVE ARUP DESIGN CONSTRUCTION BASEMENTS SHOPPING CENTRES CENTRES SHOPPING SITES CONDITIONS ALLUVIAL FLOOD PLAINS RIVERS MASONRY CULVERTS KEUPER SANDSTONE GROUNDWATER DIAPHRAGM WALLS ROCKS EMBEDDED GRABS...

... TESTS GLACIERS SMEAR DEPOSITS A470 SUPERFICIAL ALLUVIAL CLIMATE HYDROLOGY COARSE GRADING TAFF VALE WALES SOUTH WALES UK © Thomas Telford and ICE 1989 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 CHANNELS FRICTION CHARACTERISTICS RESISTANCE ALLUVIAL FLOW SHEAR SEDIMENTS PLANE BEDS DUNES RIPPLES METHODS PREDICTION FLUMES HYDRAULICS RESEARCH TSINGHUA UNIVERSITY BEIJING, CHINA. Proc. InstnCiu. Engrs, Part 2, 1987,83, Dec., 685-700...

...R BETTESS; WR WHITE; J STEBBINGS CHANNELS ALLUVIAL BRAIDING MEANDERING BEDS LOADS SLOPES SEDIMENTS © Thomas Telford and ICE 1984 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 HYDRAULICS RESEARCH STATION HRS CHANNELS ALLUVIAL MEANDERING BRAIDING FRAMEWORK PREDICTION QUANTITATIVE STREAMS SLOPES EQUILIBRIUM VALLEYS RIVERS THEORY STABILITY LABORATORIES OBSERVATIONS FIELD Proc. Instn Cio.Engrs, Part 2,1983,75, Sept.. 525...

... GEOTECHNICS SOILS PRESSURE 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...

... soaking.For the remainderof the soils investigated there was typicallya reduction of iess than 20 % in CBR strength between the unsoaked and the4 day soaked CBR samples. Alluvial soils 50. Thelargeannualquantities of waterborneerosiondebrismovingdown hillsides haveproducedextensivefanandterracedeposits...

...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...

... SOURCES LOCAL PAVEMENTS RELIEF CLIMATE ALLUVIAL COASTAL ROCKS LIMESTONE AGGREGATES NATURAL MATERIALS CHEMICAL SUBBASE UNBOUND QUATERNARY DRAINAGE WEATHERING SAND SABKHA CRUSHED BEACHES WIMPEY WIMPEY LABORATORIES © Thomas Telford and ICE 1980 Proc. Instn Ciu. Engrs...

...SV CHITALE; EM LAURSEN © Thomas Telford and ICE 1978 POONA CENTRAL WATER & POWER RESEARCH STA TION GRAPHICAL ALLUVIAL PERIMETER RADIUS EVALUATION DISCHARGES MAXIMUM STRESS SIMULTANEOUS PLOTS ESTIMATES PROCEDURE BANKS CONCENTRATION SEASONAL METHODS CANALS...

...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 © Thomas Telford and ICE 1976 HYDRAULICS RESEARCH STATION INSTANTANEOUS RIVERS ROUGHNESS REGIMES ALLUVIAL EQUATIONS CHANNELS VELOCITY SEDIMENTS INDUS PAKISTAN INDIA ASIA 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 SOUTHAMPTON UNIVERSITY PREDICTION RELATIONS METHODS EFFECT CANALS FLOW DUNES LOWER DEPTH ALLUVIAL TECHNIQUES ALTERATIONS CURVES REGIMES BEDS UPPER DISCHARGES CHANNELS ASSESSMENT PARAMETERS TRANSITION...

...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...