Bottom Slot Discharge Outlet for Combined Sewer Diversion Structure
| Autor: | James Sherrill, Mark Pribak, James W. Lewis, Steven J. Wright |
|---|---|
| Rok vydání: | 2011 |
| Předmět: |
Engineering
Hydraulics business.industry Mechanical Engineering Flow (psychology) Mechanics law.invention Open-channel flow Volume (thermodynamics) law Combined sewer Geotechnical engineering business Scale model Body orifice Water Science and Technology Civil and Structural Engineering Dimensionless quantity |
| Zdroj: | Journal of Hydraulic Engineering. 137:248-253 |
| ISSN: | 1943-7900 0733-9429 |
| DOI: | 10.1061/(asce)hy.1943-7900.0000225 |
| Popis: | The concept of a bottom slot outlet was developed to serve as a combined sewer overflow diversion structure to convey flow to deep tunnel storage under free discharge conditions and pass the remaining volume once storage capacity is exceeded with minimum backwater effects. In order to test the concept, a 1:19.5 scale model was constructed and tested over a range of discharges in order to determine the required slot length to pass a certain discharge. Different bottom slopes and slot widths were tested. For subcritical approach flow, the flow in the structure passed through critical depth at the upstream end of the slot, eliminating the possibility of backwater effects. The results were found to be nearly independent of the bottom slope for typical small slopes in sewer systems, and a simple dimensionless relation was developed to relate the slot length to other parameters. A mathematical model combining continuity and energy relations for the remaining flow in the structure with an orifice relation for flow through the slot was capable of reproducing the observed experimental results. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|