Abstract
Description of some of the research which has been carried out using hydraulic scale models of storm-sewage overflows. The requirements for similarity between models and prototype are examined and it is stressed that for meaningful results to be obtained then, as a minimum requirement, it is essential that the flow patterns occurring within the chambers are accurately reproduced.- from Authors
| Original language | English |
|---|---|
| Pages (from-to) | 245-260 |
| Number of pages | 16 |
| Journal | Proceedings of the Institution of Civil Engineers (London). Part 1 - Design and Construction |
| Volume | 69 |
| Issue number | June |
| Publication status | Published - 1980 |