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An activated sludge tank treats 1 MGD from the primary clarify and has an X of 2200 ppm SS. The water euent is 0.9 MGD. 1.0 MGD of the sludge is recycled back into the tank and has
pls tell about flat footed rail and it weight how much for 40 * 80 *10 mm
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terms of least cost method
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As per Australian Standard AS 1170, what are the different types of loads that can be encountered by structures which need to be taken into account for their design?
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