| 摘要 |
<p>1,265,293. Aqueous waste treatment. CHICAGO BRIDGE & IRON CO. 15 Jan., 1970 [23 Jan., 1969], No. 2115/70. Heading B1C. [Also in Division C1] In an aqueous waste treatment plant comprising an aeration tank 24 having feed points 36 and discharge points 44, means 38 are provided for injecting gas into the liquid in the tank, injection ports 78 being arranged so that the injected gas generates rolls in the liquid having their axes on the bias relative to the general direction of normal flow at that location. The means 38 each comprise pipe sections 75, 76 having the ports 78 and a connecting section 77 which also may be provided with ports. The means 38 can be removed for servicing, by equipment carried on a rotating bridge 42 and connected to a rod 84 and pipe 85, after breaking a connection 86. The plant further comprises an activated sludge settling tank 51, an anaerobic digesting tank 33 and a premixer 30. Raw waste is fed along a line 29 into the premixer where it is mixed with return sludge from a line 31. Effluent from the tank 33 and chemicals for phosphorus removal may be added in the premixer. The mixture from the premixer is fed via a trough 35 and the feed points 36 comprising weir gates (70, Figs. 8, 9, not shown) to the tank 24. After aeration and mixing in the tank 24, the liquid passes to the discharge points 44 comprising weir gates (87, Figs. 6, 7, not shown) and into a trough 45 connected to a pipe 47 leading to the settling tank 51. Sludge from the tank 51 is collected by rotating members 52 and returned along the line 31. Part of the sludge passes to the premixer, and the remainder, via an air lift unit 34, passes to the tank 33 for digestion. The clear liquid from the tank 51 is drawn off under a skimmer ring 48 for further treatment via a trough 49. In an alternative embodiment, the tank is rectangular and has concrete bridges in each of which is embedded an air pipe feeding the injection ports.</p> |
