I am trying to design for hotel wastewater. The flow in the hotel ranges from 4 cum/day to 250 cum/day. The effluent quality is to get

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I am trying to design for hotel wastewater. The flow in the hotel ranges from 4 cum/day to 250 cum/day. The effluent quality is to get <30 BOD for reusing treated wastewater in irrigation. I would be grateful if you can provide any reference for the cost calculation

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