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Balancing peak and storm flows of sewage
Problems in determining size of tanks capable of dealing with flows from combined sewerage systems; omission of stand-by tanks may be satisfactory for separate systems but is out of question for combined flows; rate of flow of organics to be oxidized should be balanced throughout day.
Balancing peak and storm flows of sewage
Problems in determining size of tanks capable of dealing with flows from combined sewerage systems; omission of stand-by tanks may be satisfactory for separate systems but is out of question for combined flows; rate of flow of organics to be oxidized should be balanced throughout day.
Balancing peak and storm flows of sewage
Surveyor
Escritt, L.B. (Autor:in)
1944
Aufsatz (Zeitschrift)
Englisch
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Peak Flows of Sewage from Individual Houses
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|Symposium on storm sewage overflows
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|Storm-Water Infiltration for Peak-Flow Control
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|Separation and treatment of storm-water sewage
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