... at the east portal of the north and south tunnels; this was some 2 km from the fire and workers were confident of being able to evacuate the short distance to safety, should the worst happen. The bulkheads had flood doors to allow passage of a service train and also accommodated pumping pipes and ventilation...

...A PINKETT © Thomas Telford and ICE 1996 DRAINAGE WATER CONSTRUCTION PROJECTS DESIGN APPROVALS SAFETY QUANTITY QUALITY COMPUTERS HYDRAULIC MODELLING MODELS HYDROLOGY MODELLING MODELS HYDROLOGY RAINFALL PIPES CHANNELS SEWERAGE REHABILITATION FLOODS COMPENSATION...

...F BANDARIN SEA LEVELS FLOODS FLOODING RISING PORTS COASTS LAGOONS EROSION POLLUTION PROJECTS DEFENCES PROTECTION INSTALLATION MOBILE BARRIERS CITIES JETTIES RECONSTRUCTION STORMS SURGES BREACHES DAMAGE TIDES CONSORTIA ENVIRONMENT REINFORCEMENT DREDGING CHANNELS...

... geological logging of the service tunnel. were produced. Again forward probing was carriedout in all the crossover drives and thegeology was con- W. A. Barcroft, Fellow What contingency planfor the flood risk did the Tunnel Group have during construction, particularly in the large chamber? tinually monitored...

...CHENG XUEMIN © Thomas Telford and ICE 1994 CHINESE ELECTRICITY COUNCIL HYDROELECTRICITY HYDROPOWER POWER WATER DEVELOPMENT ENERGY PROJECTS CONSTRUCTION DESIGN PLANNING BASINS RIVERS FLOODS CONTROL IRRIGATION NAVIGATION CASCADE PROFILES DAMS CONCRETE POWER STATIONS...

...C VAN BEESTEN; M J KENN; R B THORN; H I SCHWARTZ © Thomas Telford and ICE 1992 HYDRAULICS STRUCTURES FLOODS CONTROL SYSTEMS SIPHONS DESIGN WEIRS NAPPE VIBRATIONS 102 czc, r U BRIEFING Direct professional access to Counsel G. F. Hawker Part of the traditional mystique...

... an experiment, when 50 groups of 20 points flood control systems taken from a straight line drawn on log-probability Ir c. van Beesten, MSc, FICE, MIWEM paper, and each group wasse. parately replotted, several With floods occurring regularly in most coun- plots did not fit a straight line at all. The same...