...W H HAGER SWISS FEDERAL TECHNOLOGY INSTITUTE EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS...

... SPILLWAYS Proc. Instn Ciu. Engrs, Part 2, 1991,91,June, 187-201 PAPER 9557 BOARD Higher order, one-dimensional equationosf potential flow in open channels G .D. MATTHEW, BScEng, PhD, MICE* Second andthird-order equationsin Cartesian co-ordinatedsescribing plane, potentiafllow, particularly in open...

...P A A BACK; W T MEE SIR ALEXANDER GIBB PROJECTS PLANNING DESIGN DAMS VICTORIA PROJECT COUNTRIES DEVELOPING TROPICS HYDROELECTRICITY IRRIGATION INVESTIGATIONS DOUBLE CURVATURE CONCRETE ARCHES TUNNELS POWER STATIONS FEASIBILITY STUDIES HYDROLOGY GEOLOGY POWER SPILLWAYS...

... SPILLWAYS ROCKS ALKALI ASR LAYOUT EXCAVATIONS STACKING CONTRACTORS IMPACT PROJECTS TROPICS DAMS UNDERGROUND HYDROLOGY SEDIMENTATION SILICA SEEPAGE CAVERNS CONSTRUCTION GENERATORS PREQUALIFICATION BIDDING RESERVOIRS COUNTRIES DESIGN POWER WORKS CONTRACTS GROUTING REACTIONS...

...R C PRETTYJOHNS; E MARKLAND; M J KENN © Thomas Telford and ICE 1990 SIPHONS SPILLWAYS AIR REGULATED REGULATED PIPES AIR Proc. lnstn Ciu.Engrs, Part 2, 1990,89, Mar., 121-122 DISCUSSION ON PAPER 9362 WATER ENGINEERGINROGUP Air-regulated siphon with novel arrangementfor air...

...NSM BERRY; HS EADIE; JP MILLMORE; IE MACGREGOR; A SMITH; JW FINDLAY; DJ KNIGHT; PR VAUGHAN; MTT JONES; MF KENNARD; CARLISLE; ET HAWS; G ROCKE; ADM PENMAN; TA JOHNSON; WJF RAY; R CASINADER © Thomas Telford and ICE 1990 DAMS FLEXIBLE CONCRETE SPILLWAYS CULVERTS CONTRACTS MEMBRANES...

... was re-negotiated with the same end date maintained. He later won back some timewith the earthworks, andwith a three-month extension of time due to changes to the spillway he succeeded in winning his completion bonus.Despitethe final closure of thediversiontunnelsbeingdelayed bysix months, reservoir...

... level Maximum height Reservoir Full supply level Design flood level Maximum flood level Minimum drawdown level Storage capacity at FSL Live storage capacity Surface area at FSL Length at FSL Main spillway Free overflow side channel spillway with flip bucket Normal design discharge Maximum design...

...GP SIMS; DE EVANS KAMBURU KENYA AFRICA Proc. Instn Ciu. Engrs, Part 1,1988,84, Dec., 1213-1235 9371 GROWUAPTER ENGINEERING Alkali-silica reaction:Kamburu spillway, Kenya, case history G. P. SIMS, BSc, PhD, MICE* D. E. EVANS, MA, MSC,MICE* The Kamburu hydroelectric scheme forms...

... HYDROLOGY DATA MATERIALS FILL DELIVERIES LOGISTICS FILTERS TEMPORARY WORKS SEASONAL RIVERS FLASH FLOODING RIPRAP FLOODS FLOW SPILLWAYS DRAW OFF DRAINAGE PLANT METHODS KEY TRENCH TRENCHES COMPACTION IMPOUNDING RESERVOIRS KONTAGORA NIGERIA AFRICA Proc. Instn Ciu.Engrs...

...KVH SMITH © Thomas Telford and ICE 1986 SOUTHAMPTON UNIVERSITY STABILITY ROCKS ANALYSIS PROTECTION EARTH WEIRS EROSION WATER DIVERSION CORES TEMPORARY EMERGENCIES SPILLWAYS PROBABILITY BANKS RIVERS CANALS COSTS CONCRETE BLOCKS DESIGN PROBLEMS DATA FORCES...

...DDA PIESOLD; J TATTERSFIELD; CW HODGSON; RB BULMAN; GP SIMS © Thomas Telford and ICE 1985 DAMS RESERVOIRS CATCHMENTS AREAS FLOODS DESIGN SPILLWAYS EXTRAPOLATION ESTIMATING METHODS SLABS MOVEMENT CONDUITS LINERS COSTS SURGES SURGES CHAMBERS MASINGA KENYA AFRICA...

...PJ MASON; KJW SPURR; P NOVAK; H SUTCLIFFE; MJ KENN © Thomas Telford and ICE 1985 EROSION PLUNGE POOLS DOWNSTREAM DAMS JETS FREE TRAJECTORY SCOUR BEDROCK ROCKS ESTIMATING POWER EQUILIBRIUM DEPTH FORMULAE ENERGY MATERIALS SPILLWAYS RATE MODELS PROTOTYPES DATA FLOW...

... HYDROELECTRICITY POWER STATIONS AGRICULTURE EARTH ROCKS OVERFLOWS CHUTES SPILLWAYS MANAGEMENT ENGINEERS CONTRACTORS FINANCE AGENCIES INTERNATIONAL DESIGN ECONOMICS HYDROLOGY CONSTRUCTION METHODS COSTS BASINS STUDIES FEASIBILITY PRELIMINARY INVESTIGATIONS SITE INVESTIGATION SEDIMENTS...

... CONTRACTORS CONSUMPTION TENDERS CONTRACTS CONDITIONS DAMAGES VEHICLES VALLEYS MATERIALS RISKS CONSTRUCTION WEATHER FLOODS PROVISION SPILLWAYS MIX COSTS LAKES RECREATION EARTHMOVING RIVERS SHEETPILING ROADS TESTS SUPPLY LABORATORIES TUNNELLING MACHINERY LININGS TUNNELS GEOLOGY...

...AR BOKAIAN © Thomas Telford and ICE 1982 LONDON CENTRE FOR MARINE TECHNOLOGY UNIVERSITY COLLEGE LONDON FAST WATER DEFLECTION TRANSVERSE WALLS EXPERIMENTS JETS FINITE DIMENSIONS OVERFLOWS SPILLWAYS SMOOTH VERTICAL PERPENDICULAR INITIAL FLOW STATE DEVELOPMENT...

...J ELLIS; G PENDER © Thomas Telford and ICE 1982 STRATHCLYDE UNIVERSITY Proc. Instn Ciu.Engrs, Part 2, 1982,73,June, 299-312 Chute spillway design calculations J. ELLIS* G. PENDER' An important aspect of reservoir design is the provision of adequate spillway chute dimensions...

...PJ MASON SIR ALEXANDER GIBB HYDRAULIC ENERGY DISSIPATORS DAMS OUTLETS WORKS SURVEYS PROTOTYPES USAGE HEADS FLOW RANGE SPILLWAYS COSTS CONVEYANCING CHUTES VELOCITY TAILWATER CONCENTRATION INTERNATIONAL TECHNIQUES STRUCTURES ROCKS BASINS SIMPLE JUMP BAFFLES FREE...

... deserves high priority, for several important practical matters depend uponit, not least of whichis the estimation of floods of rare occurrence for the design of reservoir spillways. Primarily, there is doubt about the accuracy of rainfall information for large return periods. The technique, evidently used...

... about1.25years ago and incorporates a spillway consisting of a curved brick wall about 11 m high with two sluices at the bottom which discharge on to aflat apron at stream-bedlevel. About 10 years ago a test was carried out in which both sluices were opened fully, giving a discharge of about 34 m3/s. The two...