Project W-320, 241-C-106 sluicing: Piping calculations. Volume 3

Bailey, J W

doi:10.2172/345012

Title: Project W-320, 241-C-106 sluicing: Piping calculations. Volume 3

Full Record
Other Related Research

Abstract

This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable.

Authors:: Bailey, J W

Publication Date:: Sat Jul 25 00:00:00 EDT 1998

Research Org.:: Fluor Daniel Hanford, Inc., Richland, WA (United States)

Sponsoring Org.:: USDOE Office of Environmental Restoration and Waste Management, Washington, DC (United States)

OSTI Identifier:: 345012

Report Number(s):: HNF-2473
ON: DE99050871; BR: EW3130010; TRN: 99:004890

DOE Contract Number:: AC06-96RL13200

Resource Type:: Technical Report

Resource Relation:: Other Information: PBD: 25 Jul 1998

Country of Publication:: United States

Language:: English

Subject:: 05 NUCLEAR FUELS; STORAGE FACILITIES; RADIOACTIVE WASTE STORAGE; WASTE RETRIEVAL; REMEDIAL ACTION; PIPELINES; SAFETY ANALYSIS; DOCUMENTATION

Citation Formats


                    Bailey, J W. Project W-320, 241-C-106 sluicing: Piping calculations. Volume 3.  United States: N. p., 1998. 
        Web.  doi:10.2172/345012.

Copy to clipboard


                    Bailey, J W. Project W-320, 241-C-106 sluicing: Piping calculations. Volume 3.  United States.  https://doi.org/10.2172/345012

Copy to clipboard


                    Bailey, J W. 1998.  
        "Project W-320, 241-C-106 sluicing: Piping calculations. Volume 3".  United States.  https://doi.org/10.2172/345012.  https://www.osti.gov/servlets/purl/345012.

Copy to clipboard


                    
@article{osti_345012,

  title        = {Project W-320, 241-C-106 sluicing: Piping calculations. Volume 3},

  author       = {Bailey, J W},

  abstractNote = {This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable.},

  doi          = {10.2172/345012},

  url          = {https://www.osti.gov/biblio/345012},
  journal      = {},
number       = ,

  volume       = ,

  place        = {United States},

  year         = {Sat Jul 25 00:00:00 EDT 1998},

  month        = {Sat Jul 25 00:00:00 EDT 1998}

}

Copy to clipboard

Technical Report:

View Technical Report (10.29 MB)

https://doi.org/10.2172/345012

Save / Share:

Export Metadata

Save to My Library

Similar records in OSTI.GOV collections:

Project W-320, 241-C-106 sluicing: Piping calculations. Volume 8

Technical Report Bailey, J

This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objective of this calculation is to perform the hydraulic analysis on the slurry line and the supernate line for W-320. This calculation will use the As-Built conditions of the slurry line and the supernate line. Booster Pump Curves vs System Curves shall be generated for the supernate system and the slurry system.
https://doi.org/10.2172/345011

Full Text Available
Project W-320, 241-C-106 sluicing: Civil/structural calculations. Volume 3

Technical Report Bailey, J

This supporting document has been prepared to make the FDNW civil/structural calculations for Project W-320 readily retrievable. The Equipment Removal System (ERS) has been identified by WHC as not having any safety class 1 items present in the tank pits during equipment removal activities, Documentation of this finding is provided in Letter of Instruction 3/1 Analysis Requirements for Project W-320 Equipment Removal System (REF: LOI KGS-94-013). Based on this specific direction from WHC, 3/1 analysis for any component of the Project W-320 ERS is required. No further documentation of non-safety impacting safety items is required per DOE-RL Audit finding No.90-02,more »« less
https://doi.org/10.2172/345001

Full Text Available
Project W-320, 241-C-106 sluicing: Piping calculations. Volume 4

Technical Report Bailey, J

This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objective of this calculation is to perform the structural analysis of the Pipe Supports designed for Slurry and Supernate transfer pipe lines in order to meet the requirements of applicable ASME codes. The pipe support design loads are obtained from the piping stress calculations W320-27-I-4 and W320-27-I-5. These loads are the total summation of the gravity, pressure, thermal and seismic loads. Since standard typical designs are used for each type of pipe support such as Y-Stop, Guide and Anchors, each type of supportmore »« less
https://doi.org/10.2172/345004

Full Text Available
Project W-320, 241-C-106 sluicing: Piping calculations. Volume 2

Technical Report Bailey, J

This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objectives of this calculation are (1) To perform static and Safety Class 2 dynamic stress analysis of the Slurry and Supernate Process (inner) piping connecting Tanks 241-C-106 and 241-AY-102 in order to be in compliance with the Code requirements; (2) To assure the thermal expansion of the process pipe not be strained by the outer encasement pipe; and (3) To furnish process pipe support to the Civil Engineering group.
https://doi.org/10.2172/345002

Full Text Available
Project W-320, 241-C-106 sluicing: Piping calculations. Volume 5

Technical Report Bailey, J

This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable.
https://doi.org/10.2172/345014

Full Text Available

Similar Records