Abstract
This study analyses how the hydraulic performance differs between 13 ponds with hypothetically different layouts. The paper also includes a discussion of short-circuiting, hydraulic effciency and suitable parameters for measuring hydraulic performance. The ponds were studied by using a 2-D vertically integrated numerical model. Tracer studies were simulated and then evaluated and compared. The results confirm that length-to-width ratio, location of in-and outlets, and subsurface berm have a large impact on pond hydraulic performance. There is also an indication that an island placed in front of the inlet improves the hydraulic performance, and that a curved pond or an island placed near the side does not decrease the performance.
| Original language | English |
|---|---|
| Pages (from-to) | 243-250 |
| Number of pages | 8 |
| Journal | Urban Water Journal |
| Volume | 2 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - 2001 |
| Externally published | Yes |
Keywords
- hydraulics
- layout
- hydraulic performance
- numerical simulation
- ponds
- short-circuiting
- wetlands
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