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Keywords: INJECTION
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 90 (5): 1073–1075.
Published: 01 October 1991
... CONDITIONS SAND INJECTION THREE VALLEYS ENGLAND RICKMANSWORTH COLNE VALLEY LEE VALLEY UXBRIDGE VALLEY LONDON UK Proc. Instn Cio. Engrs, Part 1,1991, 90, Oct., 1073-1075 NDGIRISNCOEUUESNRS9DII5NO3G3NE GROUP Three Valleys Water Committee: tunnel connection to Thames Water reservoirs A. C...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (4): 843–844.
Published: 01 August 1989
... of the draft. Consequently, itwas considered desirable to propose restriction of use to the situationset out in table 7 of the draft. Professor Godwin highlighted the agronomic and environmental benfits of the soil injection method compared with previous surface application systems. He described the research...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 84 (6): 1316–1319.
Published: 01 December 1988
...WGK FLEMING; B SIMPSON; AR WOODLAND © Thomas Telford and ICE 1988 ARUP GEOTECHNICS LONDON ARUP GEOTECHNICS SCOTLAND CEMENTATION PILING & FOUNDATIONS AUGER PILES INJECTION PARAMETERS FLIGHT CONSTRUCTION CONTINUOUS CFA MONITORING CONTROL INSTRUMENTATION CONCRETE...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 80 (2): 465–491.
Published: 01 April 1986
... Construction Branch began in January 1983 and included a 250 Ml/day pumping station, 23 km of 1400 mm i.d. emuent pipeline and an oxygen injection station. Contract work for the ocean outlet and transition tower started at the same time. Perth's mediterranean-type climate at latitude 34"s creates conditions...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 79 (2): 327–348.
Published: 01 June 1985
... of outfalls. The outfall anddye injection 11. The outfall reported in this Paper was constructed in the 1960s. The pipe is 3500 m long, including an end diffuser section of 300m. The diffuser has 50 individual ports. The line of the outfall is shown in Fig. 1. The pipe has a uniform internal diameter of 1040...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 76 (3): 759–760.
Published: 01 August 1984
...RHJ SELLIN; MJ GREEN POLYMERS ADDITIVES SEWERS HYDRAULIC CAPACITY COSTS GRAVITY SEWERAGE DRAINAGE ALLEVIATION SEWAGE PIPES DOSING METHODS DISCHARGES FLOW DOWNSTREAM SYSTEMS INJECTION © Thomas Telford and ICE 1984 Proc. Instn Civ.Engrs, Part 1,1984,76,Aug., 759-760...
Journal Articles
JJ ROUND, J ROBSON, DN BRADLEY, REB BARNARD, RA WILLIAMS, CR STIMSON, R GILLIE, RHN JONES, AM SOWDEN
Proceedings of the Institution of Civil Engineers (1983) 74 (3): 607–610.
Published: 01 August 1983
... BALLAST INJECTION SYSTEMS SIGNALLING TRAFFIC LOW SIGNALS AUTOMATION URBAN TRANSIT VEHICLES SUSPENSION MAGLEV MAGNETIC LEVITATION DOCKLANDS ECONOMY LOW COST LONDON DOCKLANDS UK f roc. Instn Ciu.Engrs, Part 1, 1983,74,Aug., 607-610 INFORMALDISCUSSION RAILWAYENGINEERSFORUMAND...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 74 (3): 365–386.
Published: 01 August 1983
... HYDROGEOLOGY TESTING TUNNELS TESTS DRIVING SHAFTS SINKING STRATA GROUND TECHNIQUES FREEZING INJECTION STRUCTURES COSTS PROJECTS MANAGEMENT CONSULTANTS CONDITIONS WORKS UNDERGROUND DEPOSITS GLACIAL SAND BASES SURFACE TOWERS STOCKYARDS LIMESTONE SELBY YORKSHIRE UK Proc...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 75 (1): 113–121.
Published: 01 March 1983
...NJ BENNETT DESIGN SEA OUTFALLS LOWER LIMIT INITIAL DILUTION LOWER LIMITS STUDIES DYES DIFFUSERS PORTS SEWAGE CONCENTRATION SEWERAGE DATA INJECTION CURRENTS AMBIENT ANGLES SALINITY TEMPERATURE DEPTH MEASUREMENT MATHEMATICS STATISTICS FORMULAE WATER RESEARCH LONG...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 74 (1): 157–160.
Published: 01 February 1983
...JM MITCHELL; PH DERBYSHIRE; FE YOUNG © Thomas Telford and ICE 1983 OVE ARUP SAUDI OGER CEMENTATION PILING & FOUNDATIONS PILES AUGER INJECTION GROUTS SYSTEMS SOILS INVESTIGATIONS GROUND CONCRETE Proc. lnstn Ciu. Engrs, Part 1, 1983, 74, Feb., 157-160 INFORMAL...
Journal Articles
NJ BENNETT, AR AGG, HR OAKLEY, DC KEILLER, P ACKERS, D MUNRO, JDC OSORIO, BE WATERS, WG GERARD SNOOK, JJ SHARP
Proceedings of the Institution of Civil Engineers (1982) 72 (1): 99–111.
Published: 01 February 1982
... TURBULENCE DISPLACEMENT FORCES METHODS MEASUREMENT SPECIMENS VALUE DISCHARGES DIMENSIONLESS PARAMETERS DATA PIPES BLOCKAGES PUMPING INTRUSION FROUDE NUMBERS VERTICAL TUNNELS DYES CORRECTIONS FACTORS TECHNIQUES MODELS DESIGN CONCENTRATION EQUIPMENT FLOW INJECTION IN SITU SURVEYS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (1): 277–282.
Published: 01 December 1981
... VELOCITY SPECIMENS PIPES INJECTION PONDS PERFORMANCE OVERFLOWS TERMINAL EFFICIENCY TESTS INLETS METHODS FLOW Proc. Instn Civ. Engrs, Part 2, 1981, 71, Mar., 277-282 8327 DISCUSSION The use of hydraulic models to examine the performance of storm-sewage overflows A. R . HALLIWELL & A. J. SAUL...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 70 (1): 113–122.
Published: 01 February 1981
... MEASUREMENT STREAMS DEPTH ESTIMATING CALCULATIONS STUDIES SEA DRAINAGE INJECTION RHODAMINE SEWAGE SURFACE SALINITY THEORY PROCEDURE EQUATIONS HASTINGS SUSSEX EAST SUSSEX UK Proc. Insrn Civ. Engrs, Part I . 1981, 70, Feb., 113-122 8426 Initial dilution: a practical study...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (1): 49–67.
Published: 01 March 1977
...RHJ SELLIN © Thomas Telford and ICE 1977 BRISTOL UNIVERSITY SEWERS POLYMERS FLOW COSTS VARIABLES PATTERNS CONSTRUCTION DATA POLLUTION CAPACITY EXPERIMENTS DISCHARGES RELIEF PERIODS GRADIENTS ESTIMATING COST BENEFIT INJECTION DOSING ADDITIVES CAPACITY REPLACEMENT...
Journal Articles
Proceedings of the Institution of Civil Engineers (1972) 51 (3): 433–464.
Published: 01 March 1972
... HYDROLOGY DEEP GROUTING DESIGN PORE DEFLECTION BEHAVIOUR DRILLING SHAFTS OVERFLOWS DRAW OFF GEOLOGY CUT OFF METHODS CONSTRUCTION PRESSURE RECORDS RESERVOIRS INJECTION EARTHWORKS WORKS BACKWATER SCOTLAND UK W-3y Fig. 1. Backwater Reservoir and Dam 7436 The Backwater Dam W...
Journal Articles
Proceedings of the Institution of Civil Engineers (1968) 41 (3): 447–473.
Published: 01 October 1968
...J K MARSHALL; A SARAVANAPAVAN; Z SPIEGEL; M S HANTUSU; TUEIS © Thomas Telford and ICE 1968 WILLCOX RAIKES & MARSHALL IMPERIAL COLLEGE OPERATION SANDSTONE WATER EXPERIMENTS FLOW MATTER INJECTION CONDUCTIVITY RECORDS AQUIFERS SOLIDS CHEMISTRY RECHARGE KEUPER USE...
Journal Articles
Proceedings of the Institution of Civil Engineers (1968) 40 (2): 155–175.
Published: 01 June 1968
... INJECTION TRAVERSES ISOTROPIC TRANSFER 7091 An investigation of turbulence characteristics in a river model of complex cross section D. R. TOWNSEND, BSc. PhD' The work described is an experimental investigation into the nature of turbulence characteristics in an asymmetrical water channel with a free...
Journal Articles
Proceedings of the Institution of Civil Engineers (1968) 39 (2): 213–234.
Published: 01 February 1968
...R H FALKINER; S G TOUGH © Thomas Telford and ICE 1968 MOTT HAT & ANDERSON EDMUND NUTTALL TUNNELS WORKS IRON METHODS SHIELDS LINED INJECTION ERECTION REINFORCED WATERPROOF SURVEYS PORTAL CHAMBERS COAL TYNE TUNNEL TUNNELLING LININGS GLACIAL HAND PILOT...
Journal Articles
J KELL, J V BARTLETT, W D SHORT, E JONES, W E PERROTT, P J F WRIGHT, G RIDLEY, G WILLIAMS, D R CULVERWELL, A R FLINT, H C FENNELL, A W SHILSTON, H J B HARDING, J C HICKES, A H BAYNES, B H H FORDHAM
Proceedings of the Institution of Civil Engineers (1967) 37 (3): 537–555.
Published: 01 July 1967
...J KELL; J V BARTLETT; W D SHORT; E JONES; W E PERROTT; P J F WRIGHT; G RIDLEY; G WILLIAMS; D R CULVERWELL; A R FLINT; H C FENNELL; A W SHILSTON; H J B HARDING; J C HICKES; A H BAYNES; B H H FORDHAM © Thomas Telford and ICE 1967 BORED SUBAQUEOUS TRAFFIC INJECTION WORKERS ACOUSTICS...
Journal Articles
E ISCHY, R GLOSSOP, A W SKEMPTON, M W LEONARD, R C S WALTERS, J KELL, W E PERROTT, B O SKIPP, D A GREENWOOD, A L LITTLE, H D MORGAN, B A LAMBERTON, M F KENNARD
Proceedings of the Institution of Civil Engineers (1962) 23 (4): 705–725.
Published: 01 December 1962
... to what degree the permeability of the river gravels would be reduced by injecting clay grout. This had been done just back from the river bank where there was 70 ft of gravel and the water level was 35 ft down, roughly at river level(SeeFig. 10). Before grouting, a well was sunk and a pumping test showed...
