... URBAN SYSTEMS WATER RESOURCES IMPACT MANAGEMENT SOURCES CONTROL TECHNIQUES POLLUTION POROUS PAVEMENTS INILTRATION TRENCHES ILTERS DRAINS SWALES BASINS PONDS WETLANDS PERMEABLE CONVEYANCE TREATMENT PASSIVE CASE STUDIES DISCHARGES LEISURE ACILITIES SCHOOLS LOCAL AUTHORITIES...

...C M RANSON © Thomas Telford and ICE 1999 NEATH PORT TALBOT COUNTY BOROUGH COUNCIL MINEWATER TREATMENT MINES WATER COAL ABANDONED POLLUTION DISCHARGES CONTAMINATION RIVERS WATERCOURSES PROJECTS LOCAL GOVERNMENT LOCAL AUTHORITIES ENVIRONMENT SUSTAINABILITY LAND...

...J YOUNG; MOSQITO; WALLRUS GATESHEAD METROPOLITAN BOROUGH COUNCIL POLLUTION WATERCOURSES URBAN STORMWATER STORAGE CASE STUDIES OVERFLOWS ENVIRONMENT WATER CATCHMENTS SEWERAGE DRAINAGE FLOW MODELS CALIBRATION HYDRAULIC DESIGN QUALITY SURVEYS POLLUTANTS DISCHARGES RIVERS...

...R ATKINSON; SCADA BECHTEL WATER WATER COASTS COASTAL IMPROVEMENT SCHEMES WASTEWATER TREATMENT PUMPING GRAVITY PLANT SEA PROJECTS FLOW DISCHARGES AUTOMATIC CATCHMENTS WORKS TUNNELS ENVIRONMENT PLANNING DESIGN OUTFALLS PIPES PIPELINES EFFLUENT PUMPING STATIONS...

... superior to a chamfer. The improvement in discharge or reduction in afflux that can be obtained in channel flow is often less than 5%, but increases quickly and becomes significant once the waterway is submerged. At high stages almost any form of rounding is beneficial and provides an effective means...

... RAINFALL TIDES OUTFALLS SEWAGE SEWERS DISPOSAL DISCHARGES CLIMATE The impactof climatic change on the maritime localauthorities4rainage aspects M. J. Shaladan, M. J. Riley and P. Tosswell DISCUSSION Proc. Instn Civ. Engrs Mun.Engr, 1996, 115,Dec., 243-245 Paper 10835 T. G . Hughes Cardiff School...

... TIDES DESIGN DISCHARGES SLUICES PIPES LEVELS SLOPES STABILITY BANKS FOUNDATIONS VIADUCTS EMBANKMENTS RAILWAYS BASEMENTS GROUNDWATER ROWING COURSES WHITE WATER FLOODING FISH PASSES NAVIGATION LOCKS CANOES SLALOMS TEES BARRAGE TEESIDE YARM RIVER TEES UK Proc. Insin...

.... Particular consideration is given was atVichy, France, builtin 1965. Unfortun- to difficult design problemasssociated ately, although theRiver Allierhas a reason- with the canoeists special requirements ably high discharge, the course was an after- for safe dischargecontrol gatesat the thought during...

...B F J WALLIS; G AITKENHEAD BORDERS REGIONAL COUNCIL CROUCH AND HOGG ROSEWATER ENGINEERING WATER SEWAGE TREATMENT WORKS IMPROVEMENT REFURBISHMENT ACTIVATED SLUDGE AERATION SYSTEMS DISCHARGES CONSENTS FILTERS STATIONS FACILITIES STANDARDS INCREMENTAL ASSESSMENT CASE...

...L HAMILL © Thomas Telford and ICE 1993 PLYMOUTH UNIVERSITY BRIDGES ARCHES SINGLE SPAN HYDRAULICS ANALYSIS AFFLUX SEGMENTAL DISCHARGES METHODS MASONRY WATERWAYS RIVERS FLOW HEADS LOSS FROUDE NUMBERS CALCULATIONS CANNS MILL DEVON RIVER DALCH UK A guide...