A platform for research: civil engineering, architecture and urbanism
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. (author)
1944
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Peak Flows of Sewage from Individual Houses
NTIS | 1968
|Symposium on storm sewage overflows
Engineering Index Backfile | 1967
Storm water and combined sewage overflows
Engineering Index Backfile | 1961
|Storm-Water Infiltration for Peak-Flow Control
British Library Online Contents | 1995
|