... CONTRACTORS IMPACT PROJECTS TROPICS DAMS UNDERGROUND HYDROLOGY SEDIMENTATION SILICA SEEPAGE CAVERNS CONSTRUCTION GENERATORS PREQUALIFICATION BIDDING RESERVOIRS COUNTRIES DESIGN POWER WORKS CONTRACTS GROUTING REACTIONS AERATORS POWER HOUSES PATH ONSITE MANAGEMENT ENVIRONMENTAL...

... MEMBRANES SETTLEMENT GEOMEMBRANES CLAYS CORES SCHLEGEL SHEETING UPSTREAM IMPERMEABLE ROCKS THICKNESS SEEPAGE PIEZOMETERS Proc. Instn Ciu. Engrs, Part 1,1990,88,155-164 9259 and 9398 DISCUSSION WATER ENGINEERING GROUP Kontagora and Isanlu Dams, Nigeria N. S. M. Berry J. P. Millmore A. Smith H...

... LAYERS GROUTS CUT OFF BARS APRONS BLANKETS THICKNESS SHEET UPSTREAM EXCAVATION BEDROCK LAYING WELDING SITE INVESTIGATION MEMBRANES PLASTIC GROUTING SEALING SEEPAGE WATER SUPPLY SUPPLY MONITORING FILL COUNTRIES DEVELOPING ROCKS ISANLU NIGERIA AFRICA Proc. Instn G o...

... SAFETY RESEARCH HYDRAULIC STRESS BANKS FRACTURE HORIZONTAL BOREHOLES CELLS EMBANKMENTS THEORY RESERVOIRS STRENGTH PORE INTERNAL EROSION FILL KANTALAI TANK GROUTING CRACKING SEEPAGE PROBLEMS DISASTERS COLLAPSE DALE DYKE BALDERHEAD GORPLEY WALES UK BRAZIL SRI LANKA...

...,and acted asintercepting drains in the next lift ofresidue. 20. It became clear as the scheme developed that the seepage regime is dominated by the supernatant pond and thatspigot discharges have little effect on the phreatic surface, which is depressed well below the beach level and drained...

... WATER SUPPLY COSTS RECREATION STRENGTH LEISURE MANAGEMENT CONTRACTS DESIGN SEEPAGE BASES FAILURES CONSTRUCTION FOUNDATIONS INVESTIGATIONS MARLSTONE RIPRAP FARMERS GEOLOGY LANDSCAPE SLOPES EMBANKMENTS GEOTECHNICS DIVERSION TUNNELS SAND DRAINS EMPINGHAM UK Proc...

... STRUCTURES CRACKS SEEPAGE DENSITY RESERVOIRS SILT UPSTREAM INSPECTION GALLERIES CONSTRUCTION KAOLIN CHINA CLAY © Thomas Telford and ICE 1986 COLLIFORD CORNWALL BALANGA KINDARUMA KAMBURU MARCHLYN CHOWILLA UK KENYA NIGERIA AUSTRALIA Proc. Instn Ciu. Engrs, Part...

...BH ROFE; RM ARAH; J HAY DAMS EARTH INSPECTION SAFETY RESERVOIRS RECORDS SEEPAGE INVESTIGATIONS GEOTECHNICS TECHNOLOGY INSTRUMENTATION METHODS TECHNIQUES CONSTRUCTION PHOTOGRAPHY PHOTOGRAPHS SETTLEMENT © Thomas Telford and ICE 1986 ROFE, KENNARD & LAPWORTH BINNIE...

... aggregatesis used as a measure of their hydraulic resistance to seepage in the non-Darcy regime. The relationship between the angularity and the size of particles for materials of different shapes is also investigated. On the basis of extensive experimental results of angularity number tests on various sizes...

... SEEPAGE PUDDLE CLAYS PUDDLE CLAY GATES ECONOMICS UK Proc. Instn Ciu. Engrs, Part 1, 1985,78, Dec., 1504-1507 INFODRISMCAUMLSASERIONITNGIMINEEGERROINUGP Some recent workson inland waterways Introducer G. HAIDER, MSc, DIC, MICE, FIHT* Reporter D. J.Wilkinson, MSc, MICE? Mr Haider began...

... in obtaining aseal. There were particular difficulties withthe slight unevenness at thejoints where a failed test did not necessarilyindicate the need for re-treatment. Seepage through themembrane 61. To monitorany seepage that may occur through the membrane, pipes are provided at 3 m centres from the toe...

... SECONDARY TREATMENT FILLING COMMISSIONING YIELD ESTIMATING RECREATION SEEPAGE EMPINGHAM RUTLAND EAST MIDLANDS NENE WELLAND VALLEY WELLAND NENE VALLEY WANSFORD WING NORTHAMPTON UK Proc. Instn Civ. Engrs, Part 1,1985,78, Apr., 219-246 8827 GROUMPANAEGNEGMINENEETRING...

...M MCKENNA; P HORSWILL; E J SMITH EMPINGHAM CHATER VALLEY UK Proc. Instn Ciu. Engrs, Part 1, 1985,78, Apr., 291-326 8829 G R O UMPA N AEGNEGMI NE ENETR I N G Empingham Reservoir-seepage control measures J. M. MCKENNA, MSc(Eng), FICE, FGS* P. HORSWILL, MA, MSc, FGS? E. J. SMITH, PhD...

... AMPHIBIOUS VEHICLES HOVERCRAFT CONSTRUCTION TRIAL STABILITY PUMPS LARGE SETTLEMENT CLAYS SEEPAGE CONTROL BRINE ROCKSALT PROCESS MEASURES STRUCTURES EQUIPMENT SALINE RECOVERY FERTILISERS INDUSTRIES LAYOUT SEISMICITY MATERIALS HEIGHT TRANSFER INFRASTRUCTURE PERFORMANCE DEAD...

...GJ BRICE; JC WOODWARD © Thomas Telford and ICE 1984 SIR ALEXANDER GIBB WIMPEY LABORATORIES WIMPEY POTASH ARAB POTASH SOLAR EVAPORATION SYSTEMS DESIGN DEVELOPMENT MEMBRANES CUT OFF WALLS SEEPAGE CONTROL DYKES PANS PROJECTS ALTERNATIVE METHODS ROCKSALT...

... the advancing faces of zone 3 material. This kept o a minimum the amouonftpumping necessary to remove seepage water. The mud heave between the two parallel bunds effec- tively prevented ingress of water from the open end, but some transverse seepage through thebunds inevitably occurred. 20. In areas where...

... MOBILISED STRENGTH DESIGN FIELD MONITORING STRUCTURES TESTS LABORATORIES MODELS DEFORMATION SOILS ADHERENCE TIME PATTERNS CONDITIONS SEEPAGE STEADY COLLAPSE CANTILEVER SELECTION STIFF STRAIN GROUNDWATER CONDITIONS LONG TERM CUT AND COVER HIGH Proc. Instn Ciu. Enyrs, Part 2...

... ASSESSMENT SEEPAGE KIELDER KIELDER DAM NORTHUMBRIA Proc. Instn Ciu. Engrs, Part 1, 1983,74, Nov., 805-836 PAPER 8703 Geotechnical aspects of the Kielder Dam J. P. MILLMORE, BSc, MICE* R. M C N I C O L , BSc, MEng,MICE,MIStructE, FGS* The Paper deals with the geotechnical aspects...

... has presented a practical and simple way of calculating the stability of a clay lining under steady state seepage conditions. In deriving equation ( l l ) , a linear variation of pore water pressureis assumed through the liningfrom the water faceto the clay-soil interface.Thisassumption...

.... A circular pumping station of the same lowlevel area as the rectangular one shown but with an outer wallof segments similar to those in the cofferdam would appear to have saved something of the order of 4 million on the arrangement actually used. Seepage through the walls might have been a nuisance. Could...