...ICID; M J WAKELIN; R J MAINS SMITH; J D WINDERS; F M JARDINE Proc. Instn Ciu. Engrs, Part 1,1991, 90, Oct., 1121-1133 JOINTHALF-DAY MEETING WATERBOARD INTERNATIONALCOMMISSION ON IRRIGATION AND DRAINAGE River andcoastal flood embankments Introducers M. J. WAKELIN, BSc, FICE, FIWEM* R.J. MAINS-SMITH...

... the mean water level, for the flood and ebb tides, with the floats inserted just upstream of a pre-determined coordinate along the intersecting axes AOC and BOD (Fig. 1). The velocities were determined for each repetitive flood and ebbtide untilsufficientdata were obtained todefine the velocity profiles...

...B J HOOK; J R KEMBLE © Thomas Telford and ICE 1991 DOBBIE WEYMOUTH & PORTLAND BOROUGH COUNCIL SEA DEFENCES DESIGN CONSTRUCTION FLOODING WALLS FLOODS SEA WALLS IMPROVEMENT INTERCEPTING CULVERTS CUT OFF ALLEVIATION OPEN CHANNELS DISCHARGES HARBOURS PERCOLATION...

...I S HEIJNE; G M WEST UK Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug.,799-817 PAPER 9657 WATER BOARD Chesil Sea Defence Scheme. Paper2: design of interceptor drain As a consequence of a long history of tidal flooding at Chiswell, Portland, Dorset, and, in particular, as a result of major...

...N H COTTMAN; G R MCKAY; C VAN BEESTEN; M J KENN © Thomas Telford and ICE 1991 BRIDGES CULVERTS REDUCED SIZE COSTS USE FLOW TRANSITION STREAMLINED FROUDE NUMBERS CONSTANT FLOODS RELIEF STRUCTURES DISCHARGES DRAINAGE DEBRIS REDUCTION Proc. Instn Civ. Engrs, Part 1,1991...

...J I M DEMPSTER; H BRAMMER; G HAIDER; MCDOWELL; T BASSETT; W RADICE; S JONES; C BROWN; M TIFFEN; L WAKELING © Thomas Telford and ICE 1990 MOTT MACDONALD INTERNATIONAL RENDEL PALMER & TRITTON LONDON UNIVERSITY ORIENTAL STUDIES OVE ARUP OVE FLOODING COUNTRIES DEVELOPING...

.... An illustration would be appropriate. Londonjlood protection 24. The 1953 surge tides and the flooding whichfollowed brought out more sharply than before the growing hazard to London itself from the steady rise of high water levels shown in Fig. 12. There was the usual procrastination which occurs whenever...

...WE FOSTER; WB HARRIS; DL HOCKIN; B GRUFFYDD; NH POSTLES; TMR FAWDRY; WAH HAMILTON; JD WINDERS; S HOYLES; MJ KENN; AT PEPPER; RB BULMAN; ICE © Thomas Telford and ICE 1989 THAMES WATER AUTHORITY INSTITUTION OF CIVIL ENGINEERS ICE RIVERS FLOODS ALLEVIATION FLOODING PROPERTIES...

... far in such works as the Flood studies report,' and a halt should be called. Any method of flood estimation should directly reflect the essential characteristics of the catchment for which there can be no substitute. These were discussed in detail at the 1924 Conferenceat the Institutionof Civil...

... the problem of flooding and of deciding what one should design for.Roads have been flooded soon after theiropening. Who decides any relaxation of standards that protect againsmt eteorological events of one in so many years? Is it theagent who is designing the road; anengineer in the Federal department...

...-and the contribution that engineers could make towthaeridrsmitigation. In the British Isles we enjoy a comparatively benign environment wmpared with most other parts of the world (Fig. 6). The occasional flood or windstorm (Fig. 7)does serve to remind us of what iscommonplace in some other partosfthe world. However...

... 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...

... about the resistance of a large sand-bed river was under review in connection with flood studies of one of its reaches." Some data were available on the relationship of sediment load to discharge, and measurements had been made of river crosssections and velocities (hence discharges) during major floods...

... to obstructions value ofndue to vegetation and flow condition Manning resistance coefficient correspondintog rock bed channel Manning resistance coefficient correspondintogsandbed channel discharge flowrate dimensionless discharge two-year flood flow hydraulic radiusor hydraulic radius dueto combined effect...

...MJ WAKELIN; TG WALKER; D WILSON; RHJ SELLIN; M BERAN; E EVANS; HR TAYLOR; MJ KENN; AC BAKER; D NOBLE; P COOK; J BROOKE; D BROWN; R MAINS SMITH; PO WOLF; AJ DRAPER © Thomas Telford and ICE 1988 FLOODS ALLEVIATION WATER HYDROLOGY PROTECTION WASHLANDS RIVERS DRAINAGE FLOODWORKS RAIN...

...AG ROBERTS; A MCGOWN; BN POLACK; MJ KENN SEASALTER RECULVER KENT UK © Thomas Telford and ICE 1988 COASTS COASTAL INSTRUMENTATION MANAGEMENT PROTECTION WORKS LONGSHORE EROSION FLOODS BOUNDARIES LOCAL GOVERNMENT EROSION FLOODS KENT OFFSHORE HEADLANDS GROYNES...

...DR ARCHER; PS KELWAY; DB BOORMAN ENGLAND UK Proc. Instn Ciu.Engrs, Part 2,1988,85,June, 389-390 DISCUSSION O N PAPER 91E78NGINEERING MANAGEMENT GROUP A computer system for floodestimation and its use in evaluating the Flood Studies rainfall runoff method D. R.Archer and P. S . Kelway...

...RHG PARRY © Thomas Telford and ICE 1988 CAMBRIDGE UNIVERSITY GROUND ENGINEERING GEOTECHNICS SLIPS CHANNELS CLAYS RECONSTRUCTION CULVERTS FLOODS RELIEF BURSTS BANKS EXCAVATIONS SHALLOW GROUNDWATER SHEAR STRENGTH HOUSING SOILS ESTATES STABILITY BIN BROOK...

...WE FOSTER; WB HARRIS; ICE © Thomas Telford and ICE 1988 THAMES WATER INSTITUTUION OF CIVIL ENGINEERS ICE FLOODS ALLEVIATION WORKS RECONSTRUCTION PILING RIVERS DAMAGE SAFETY DESIGN HYDROLOGY SOILS REVETMENTS UNDERPINNING BANKS CHANNELS SHEAR RESISTANCE VIADUCTS...

...MA NOUH © Thomas Telford and ICE 1988 KING SAUD UNIVERSITY RIYADH. FLOODS PREDICTION FREQUENCY MODELS FLOW DRAINAGE BASINS METHODS RAINFALL MATHEMATICS DESIGN ENGINEERS SAUDI ARABIA MIDDLE EAST Proc. Instn Ciu.Engrs, Part 2,1988,85, Mar., 121-144 PAPER 9279 WATER...