Keywords: STEEP
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Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (2): 359–380.
Published: 01 April 1989
... POTENTIAL MATERIALS ROCKFALLS FIELD TRIALS COMPUTERS STUDIES TRAJECTORY WEATHERING SHALLOW STEEP WALLS GABIONS CRIBS DENTITION UNDERPINNING BOLTING GUIDELINES PROTECTIVE CONTROL THEORY TRAPPING FAILURES DESTABILISATION PARAMETERS PROTECTION Proc. Instn Ciu. Engrs, Part 1,1989,86...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (4): 523–524.
Published: 01 December 1984
.... Their objections to the classical Shields diagram arose because the terms slope S , depth d, and sediment diameter D, appear on both ordinate and abscissa, so preventing an independent evaluation of the Shields factor in any situation, such as steep streams, where that factor is not constant. They suggested...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 72 (1): 27–46.
Published: 01 February 1982
...WK CROSS © Thomas Telford and ICE 1982 RENDEL PALMER & TRITTON LOCATION DESIGN ROADS COSTS COUNTRIES DEVELOPING LOW ROUTES MOUNTAINS FOOTHILLS RAINFALL STEEP SLOPES EROSION SOILS STABILITY TERRAIN CORRIDORS GEOTECHNICS INVESTIGATIONS SURVEYS TOPOGRAPHY STRIP...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (3): 845–853.
Published: 01 September 1980
...K SIVALOGANATHAN; ST VENANT; T STRELKOFF LANCHESTER POLYTECHNIC COVENTRY POLYTECHNIC © Thomas Telford and ICE 1980 ROUTING STEEP DISCHARGES HYDROGRAPHS OPEN CHANNELS STORMS SEWERS FLOW ST VENANT EQUATIONS UNDULATORY ZONES METHODS SOLUTIONS IMPLICIT EXPERIMENTAL...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 66 (2): 293–299.
Published: 01 May 1979
...M BERAN; G BRANSB WILLIAMS; BRANSBY WILLIAMS © Thomas Telford and ICE 1979 INSTITUTE OF HYDROLOGY FORMULAE CONCENTRATION RESPONSES SIZE REPRESENTATION REPORTS ESTIMATING OBSERVATIONS FORMULAE CHARACTERISTICS VALUE SLOPES METHODS VARIABLES HYDROLOGY STEEP EVALUATION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (1): 229–231.
Published: 01 March 1976
... severe problems are encountered in designing a structure which is sufficiently sensitiveto give the desired accuracy over a wide range of discharges, especi- ally in steep streams where the bed may be wide and with a high sediment load. 59. The crest profile of thestructure must conform as closely...
Journal Articles
Proceedings of the Institution of Civil Engineers (1970) 46 (2): 233–247.
Published: 01 June 1970
... GRADIENTS NETTING ALIGNMENT THREE LANE DESIGN CONCRETE VALLEYS ACCIDENTS SURFACING ROCKS STEEP CARRIAGEWAYS MAINTENANCE FOOTBRIDGES A465 TERRAIN ASPHALT SLOPES VALLEYS WALES MONMOUTH UK 7237 DISCUSSION The Heads of the Valleys Road A. S. COOMBS & L. W. HINCH The above Paper...
Journal Articles
Proceedings of the Institution of Civil Engineers (1967) 37 (4): 811–818.
Published: 01 August 1967
... NO STRUCTURES STEEP RIVERS GAUGING SEDIMENTS CALIBRATION RESEARCH BOUNDARY LAYERS FLOW STREAMS HYDROLOGY FROUDE NUMBERS BEDS SCOUR COEFFICIENTS MEASUREMENT WEIRS CATCHMENTS CRUMP WEIRS DOWNSTREAM DISCHARGES PLYNLIMON CEFN BRWYN UK Discussion on Paper No. 6998 A new type...
Journal Articles
Proceedings of the Institution of Civil Engineers (1967) 36 (2): 273–296.
Published: 01 February 1967
...A J M HARRISON; M W OWEN © Thomas Telford and ICE 1967 HYDRAULICS RESEARCH STATION STRUCTURES FLOW MEASUREMENT STEEP STREAMS ERRORS FROUDE NUMBERS CALIBRATION METHODS BOUNDARY LAYERS THEORY HYDRAULIC ENERGY COEFFICIENTS MODELS For discussion at an Ordinary Meeting...
Journal Articles
Proceedings of the Institution of Civil Engineers (1959) 14 (4): 480–497.
Published: 01 December 1959
... Railwayinto Bornu Province? by Colonel Sir Ralf Emerson, C.I.E., O.B.E., M.I.C.E. -~ Discussion Mr John Palmer (Partner, Messrs Rendel, Palmer & Tritton, Consulting Engineers) referred to the air-survey method of mapping and the use ofDiesel locomotives on steep gradients. 41. The suggestion that there should...

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