..., and the outfall are deecribed, together with the method of construction, and an example is given of the flow conditions, cross-connexions, and penstock control required to effect one of the major isolations. The main control chambers are fully described and the various stages of the programme for putting the new...

...J R DAYMOND © 1949 Thomas Telford Ltd 1949 HYDRAULIC PROBLEMS DESIGN SEWAGE STORAGE TANKS SEA OUTFALLS VARIABLE INFLOW DISCHARGES TIDAL WATER CONSTANT CYLINDRICAL CURVES DAYMOND ON THE HYDRAULIC PROBLEM CONCERNING THE 51 DESIGN OF SEWAGE-STORAGETANKS AND SEA-OUTFALLS...

...C D C BRAINE © Thomas Telford and ICE 1947 DRAWDOWN FACTORS DESIGN STORMWATER OVERFLOWS SEWERS DEPTH SIDES WEIRS STILLING PONDS OUTFALLS FLOW RESTRICTED SIPHONS 136 BRAINE ON DRAW-DOWN AND OTHER FACTORS RELATING Paper No. 5567. Draw-down and Other Factors relating...

...C B TOWNEND © Thomas Telford and ICE 1947 MAINS DRAINAGE OPERATION SEWERAGE FLOW SEWAGE RIVERS POLLUTION PREVENTION DESIGN CONSTRUCTION MATERIALS INFILTRATION VENTILATION SIPHONS SPILLWAYS INVERTED TRUNK CONNECTIONS GAUGING EFFLUENT OUTFALLS MAINTENANCE WORKS...

...J R DAYMOND; L B ESCRITT; D LLOYD; B T REES © Thomas Telford and ICE 1940 HYDRAULIC PROBLEMS DESIGN SEWAGE STORAGE TANKS SEA OUTFALLS EQUATIONS SOLUTIONS METHODS PIPES DISCHARGES CALCULATIONS 516 CORRESPONDENCE ON THE HYDRATJLTC PROBLEMCONCERNING Paper No. 5205...

...J A R BROMAGE; A W H DEAN; F C GRIFFIN; J B L MEEK; J R TAYLOR © Thomas Telford and ICE 1940 SEWAGE DISPOSAL CITIES COUNTRIES DEVELOPING TROPICS PLANT SIMPLEX SLUDGE EFFLUENT PURIFICATION WORKS VARIATIONS FLOW DETRITUS DIGESTION TANKS OUTFALLS WELLS ECONOMICS POWER...

.... A denotes the area of the tank. 97 D 79 f :, ,, diameter of the outfall. ,, minimum value of z. ,, coefficient of frictiont,aken as 0.01 in all examples. 9 93 h 9, ,, acceleration dugtoeravity. c differencein height between thetanka-nd a t time t (that is, z - tide-levels H ,, ,, maximumvalue of z. L...

...D M WATSON © Thomas Telford and ICE 1939 BRITISH AMERICAN ENGINEERING CONGRESS BRIAMEENGCON SANITATION MODERN DESIGN CONTROL SURFACE WATER DRAINAGE LIQUIDS WATER INDUSTRIAL CONTAMINATION GROUNDWATER SEA OUTFALLS SCREENING GRIT PRETREATMENT SEDIMENTATION ACTIVATED...

... and duringconstruction, of an important portion of the Swansea main drainage scheme. It deals with the main sea outfall,main storage-tanks, screening-chamber andthe main trunk sewer from Mumbles to Brynmill. Theestimated cost for the complete main drainage scheme was f1,820,000 : the portion of the scheme now under...

... INFILTRATION TRUNK GAUGING EFFLUENT CONDUITS OUTFALLS PURIFICATION SCREENING GRIT CHANNELS PRIMARY SEDIMENTATION TANKS SECONDARY AERATION SEPARATING STORMWATER SLUDGE POWER WASTE HEAT USE COMPRESSORS POWER HOUSES PUMPING STATIONS PUMPS PLANT DIGESTION DRYING BEDS COSTS URBAN...

...R G CLARK © Thomas Telford and ICE 1936 SLUICES PUMPING STATIONS PLANT PUMPING CONSTRUCTION REMOVAL DAMS STONEY OUTFALLS DRAINAGE PUMPS GATES EXCAVATING RIVERS FENS DRAINS GEARS ENGINES ST GERMANS CAMBRIDGESHIRE HAWKSHAW DAM FENS OUSE MIDDLE LEVEL UK...