Recknagle Onishi 1999a - Revision history

Scipediacontent at 10:26, 22 January 2021

2021-01-22T10:26:42Z

Scipediacontent: Scipediacontent moved page Draft Content 104505599 to Recknagle Onishi 1999a

2020-10-26T10:24:20Z

Scipediacontent moved page Draft Content 104505599 to Recknagle Onishi 1999a

Scipediacontent: 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..."

2020-10-26T10:24:17Z

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..."

New page

== 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 ==
<pdf>Media:Draft_Content_104505599-beopen263-4092-document.pdf</pdf>

== Original document ==

The different versions of the original document can be found in:

* [http://dx.doi.org/10.2172/7696 http://dx.doi.org/10.2172/7696]

* [https://digital.library.unt.edu/ark:/67531/metadc717143/m2/1/high_res_d/7696.pdf https://digital.library.unt.edu/ark:/67531/metadc717143/m2/1/high_res_d/7696.pdf]

* [https://core.ac.uk/display/71202986 https://core.ac.uk/display/71202986],[https://digital.library.unt.edu/ark:/67531/metadc717143/m2/1/high_res_d/7696.pdf https://digital.library.unt.edu/ark:/67531/metadc717143/m2/1/high_res_d/7696.pdf],[https://digital.library.unt.edu/ark:/67531/metadc717143 https://digital.library.unt.edu/ark:/67531/metadc717143],[https://academic.microsoft.com/#/detail/1596602113 https://academic.microsoft.com/#/detail/1596602113]

@@ Line 3: / Line 3: @@
 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.
@@ Line 18: / Line 13: @@
 * [https://digital.library.unt.edu/ark:/67531/metadc717143/m2/1/high_res_d/7696.pdf https://digital.library.unt.edu/ark:/67531/metadc717143/m2/1/high_res_d/7696.pdf]
-* [https://core.ac.uk/display/71202986 https://core.ac.uk/display/71202986],[https://digital.library.unt.edu/ark:/67531/metadc717143/m2/1/high_res_d/7696.pdf https://digital.library.unt.edu/ark:/67531/metadc717143/m2/1/high_res_d/7696.pdf],[https://digital.library.unt.edu/ark:/67531/metadc717143 https://digital.library.unt.edu/ark:/67531/metadc717143],[https://academic.microsoft.com/#/detail/1596602113 https://academic.microsoft.com/#/detail/1596602113]
+* [https://core.ac.uk/display/71202986 https://core.ac.uk/display/71202986],

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