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Analysis of overflows in relation to sewage and stream flows
Relation between averaged monthly values of percentage runoff for three
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ammonia ammoniacal nitrogen ampton average dry-weather flow Brighouse and Bradford calculated cent Chapter combined composition of storm concentration considered crude sewage curve cusecs domestic sewage downstream drainage area dry weather dry-weather sewage duration DWF capacity effect Equation equivalent estimated excess flow existing overflows factors figures flow to treatment Formula foul sewer gallons per head gross solids high side-weir hydraulic hydraulic jump hypothetical overflow impermeable area in/h increase industrial effluent installation load discharged low side-weir Luton ment normal operation overflow settings Paras passed to treatment percentage run-off period pipe polluting load practice rate of flow reasonable recommend river boards Royal Tunbridge samples scum-board sewage flow sewage treatment sewerage sewerage system shown spill stilling pond Stoke-on-Trent storage storm overflows storm tanks studies sub-critical surface water surface-water survey suspended solids Table three sites tion Tunbridge types of overflow unsatisfactory upstream variations volume discharged