(Created page with " == Abstract == This report presents the methods and results of calculations performed to predict the critical velocity and pressure drop required for the two-inch pipeline t...") |
m (Scipediacontent moved page Draft Content 104505599 to Recknagle Onishi 1999a) |
(No difference)
| |
Revision as of 11:24, 26 October 2020
Abstract
This report presents the methods and results of calculations performed to predict the critical velocity and pressure drop required for the two-inch pipeline transfer of solid/liquid waste slurry from underground waste storage Tank 241-SY-101 to Tank 241-SY- 102 at the Hanford Site. The effects of temperature and dilution on the critical velocity were included in the analysis. These analyses show that Tank 241-SY-101 slurry should be diluted with water prior to delivery to Tank 241-SY-102. A dilution ratio of 1:1 is desirable and would allow the waste to be delivered at a critical velocity of 1.5 ft/sec. The system will be operated at a flow velocity of 6 ft/sec or greater therefore, this velocity will be sufficient to maintain a stable slurry delivery through the pipeline. The effect of temperature on the critical velocity is not a limiting factor when the slurry is diluted 1:1 with water. Pressure drop at the critical velocity would be approximately two feet for a 125-ft pipeline (or 250-ft equivalent straight pipeline). At 6 ft/sec, the pressure drop would be 20 feet over a 250-ft equivalent straight pipeline.
Document type: Report
Full document
Original document
The different versions of the original document can be found in:
Document information
Published on 01/01/1999
Volume 1999, 1999
DOI: 10.2172/7696
Licence: CC BY-NC-SA license
Share this document
Keywords
claim authorship
Are you one of the authors of this document?