document release and change form

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1 SPF-001 (Rev.D1) DOCUMENT RELEASE AND CHANGE FORM Prepared For the U.S. Department of Energy, Assistant Secretary for Environmental Management By Washington River Protection Solutions, LLC., PO Box 850, Richland, WA 99352 Contractor For U.S. Department of Energy, Office of River Protection, under Contract DE-AC27-08RV14800 TRADEMARK DISCLAIMER: Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States government or any agency thereof or its contractors or subcontractors. Printed in the United States of America. Release Stamp 1. Doc No: RPP-CALC-63007 Rev. 00 2. Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis 3. Project Number: T2R41 N/A 4. Design Verification Required: Yes No 5. USQ Number: N/A N/A-9 6. PrHA Number Rev. N/A PRHA-02042 00 PRHA-02043 00 PRHA-02044 00 PRHA-02047 00 Clearance Review Restriction Type: public 7. Approvals Title Name Signature Date Clearance Review Ayers, Lynn M Ayers, Lynn M 09/27/2019 Piping SME Barnes, Jon E Barnes, Jon E 09/25/2019 Design Authority Anderson, Craig H Anderson, Craig H 09/25/2019 Checker Emory, Killian J Byers, Tyler R for Emory, Killian J per email 09/24/2019 Document Control Approval Hood, Evan Hood, Evan 09/27/2019 Originator Byers, Tyler R Byers, Tyler R 09/24/2019 PrHA Lead Smith, Ryan D Smith, Ryan D 09/26/2019 Responsible Engineer Goodnight, Tyler K Goodnight, Tyler K 09/25/2019 Responsible Engineering Manager Carpenter, Keith E Carpenter, Keith E 09/26/2019 USQ Evaluator Griebel, Scott Griebel, Scott 09/25/2019 8. Description of Change and Justification Initial Release. Design checks were performed in accordance with ARES ESD (Sargent & Lundy) Quality Assurance Procedures (QAP) 3.2 and 3.6. Because of the relatively simple nature of the design and the general service status of the equipment, a graded approach was applied and design verification was not performed as allowed by ARES ESD (Sargent & Lundy) QAP 3.5, Design Verification. 9. TBDs or Holds N/A 10. Related Structures, Systems, and Components a. Related Building/Facilities N/A b. Related Systems N/A c. Related Equipment ID Nos. (EIN) N/A 241-A 241-RC 241-WT 11. Impacted Documents – Engineering N/A Document Number Rev. Title 12. Impacted Documents (Outside SPF): N/A 13. Related Documents N/A Document Number Rev. Title H-14-111054 SH 001 00 A-FARM RETRIEVAL COLD WATER MNFLD POR619 NOTES AND PARTS LIST H-14-111054 SH 002 00 A-FARM RETRIEVAL COLD WATER MNFLD POR619 ASSEMBLY H-14-111054 SH 003 00 A-FARM RETRIEVAL COLD WATER MNFLD POR619 WELDMENT H-14-111054 SH 004 00 A-FARM RETRIEVAL COLD WATER MNFLD POR619 WELDMENT/DETAILS MT-50281 00 A-Farm Retrieval System Installation Design 14. Distribution Name Organization Anderson, Craig H A/C FARM RETRIEVAL ENGRNG Barnes, Jon E DESIGN SERVICES Boettger, Jeff A/C FARM RETRIEVAL ENGRNG Buchanan, Joseph R A/C FARM RETRIEVAL ENGRNG Carpenter, Keith E A/C FARM RETRIEVAL ENGRNG Goodnight, Tyler K A/C FARM RETRIEVAL ENGRNG Hull, Kevin J ELECTRICAL ENGINEERING Johnson, Keith A AY/AX FARM RETRIEVAL ENGRNG Sinclair, Trevor J A/C FARM RETRIEVAL ENGRNG RPP-CALC-63007 Rev.00 9/27/2019 - 7:08 AM 1 of 44 DATE: Sep 27,2019

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Page 1: DOCUMENT RELEASE AND CHANGE FORM

1 SPF-001 (Rev.D1)

DOCUMENT RELEASE AND CHANGE FORMPrepared For the U.S. Department of Energy, Assistant Secretary for Environmental ManagementBy Washington River Protection Solutions, LLC., PO Box 850, Richland, WA 99352Contractor For U.S. Department of Energy, Office of River Protection, under Contract DE-AC27-08RV14800

TRADEMARK DISCLAIMER: Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States government or any agency thereof or its contractors or subcontractors. Printed in the United States of America.

Release Stamp

1. Doc No: RPP-CALC-63007 Rev. 00

2. Title:A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

3. Project Number:T2R41

☐N/A 4. Design Verification Required:

☐Yes ☒No

5. USQ Number: ☒ N/AN/A-9

6. PrHA Number Rev. ☐ N/APRHA-02042 00PRHA-02043 00PRHA-02044 00PRHA-02047 00

Clearance Review Restriction Type:public

7. Approvals

Title Name Signature DateClearance Review Ayers, Lynn M Ayers, Lynn M 09/27/2019Piping SME Barnes, Jon E Barnes, Jon E 09/25/2019Design Authority Anderson, Craig H Anderson, Craig H 09/25/2019Checker Emory, Killian J Byers, Tyler R for Emory, Killian J per email 09/24/2019Document Control Approval Hood, Evan Hood, Evan 09/27/2019Originator Byers, Tyler R Byers, Tyler R 09/24/2019PrHA Lead Smith, Ryan D Smith, Ryan D 09/26/2019Responsible Engineer Goodnight, Tyler K Goodnight, Tyler K 09/25/2019Responsible Engineering Manager Carpenter, Keith E Carpenter, Keith E 09/26/2019USQ Evaluator Griebel, Scott Griebel, Scott 09/25/2019

8. Description of Change and Justification

Initial Release. Design checks were performed in accordance with ARES ESD (Sargent & Lundy) Quality Assurance Procedures (QAP) 3.2 and 3.6. Because of the relatively simple nature of the design and the general service status of the equipment, a graded approach was applied and design verification was not performed as allowed by ARES ESD (Sargent & Lundy) QAP 3.5, Design Verification.

9. TBDs or Holds ☒N/A

10. Related Structures, Systems, and Components

a. Related Building/Facilities ☐N/A b. Related Systems ☐N/A c. Related Equipment ID Nos. (EIN) ☒N/A

241-A 241-RC241-WT

11. Impacted Documents – Engineering ☒N/A

Document Number Rev. Title

12. Impacted Documents (Outside SPF):

N/A

13. Related Documents ☐N/A

Document Number Rev. TitleH-14-111054 SH 001 00 A-FARM RETRIEVAL COLD WATER MNFLD POR619 NOTES AND PARTS LISTH-14-111054 SH 002 00 A-FARM RETRIEVAL COLD WATER MNFLD POR619 ASSEMBLYH-14-111054 SH 003 00 A-FARM RETRIEVAL COLD WATER MNFLD POR619 WELDMENTH-14-111054 SH 004 00 A-FARM RETRIEVAL COLD WATER MNFLD POR619 WELDMENT/DETAILSMT-50281 00 A-Farm Retrieval System Installation Design

14. Distribution

Name OrganizationAnderson, Craig H A/C FARM RETRIEVAL ENGRNGBarnes, Jon E DESIGN SERVICESBoettger, Jeff A/C FARM RETRIEVAL ENGRNGBuchanan, Joseph R A/C FARM RETRIEVAL ENGRNGCarpenter, Keith E A/C FARM RETRIEVAL ENGRNGGoodnight, Tyler K A/C FARM RETRIEVAL ENGRNGHull, Kevin J ELECTRICAL ENGINEERINGJohnson, Keith A AY/AX FARM RETRIEVAL ENGRNGSinclair, Trevor J A/C FARM RETRIEVAL ENGRNG

RPP-CALC-63007 Rev.00 9/27/2019 - 7:08 AM 1 of 44

DATE:

Sep 27,2019

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DOCUMENT RELEASE AND CHANGE FORM Doc No: RPP-CALC-63007 Rev. 00

2 SPF-001 (Rev.D1)

14. Distribution

Name OrganizationStephens, Randall F A/C FARM RETRIEVAL ENGRNGStowe, Garth J SST RETRIEVALS PROJECT MGMT

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A-6007-231 (REV 0)

RPP-CALC-63007 Revision 0

A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis Prepared by TR Byers Sargent & Lundy for Washington River Protection Solutions, LLC Date Published September 2019

Prepared for the U.S. Department of Energy Office of River Protection Contract No. DE-AC27-08RV14800

RPP-CALC-63007 Rev.00 9/27/2019 - 7:08 AM 3 of 44

Approved for Public Release; Further Dissemination Unlimited

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 3 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

TABLE OF CONTENTS

1.0  PURPOSE ....................................................................................................................................................5 

2.0  METHODOLOGY ......................................................................................................................................5 2.1  Anchorage and Supports ........................................................................................................................5 2.2  Thermal Loading ....................................................................................................................................6 2.3  Fluid Expansion .....................................................................................................................................6 2.4  Seismic and Wind Loading ....................................................................................................................6 2.5  Dynamic Fluid Pressures and Forces .....................................................................................................6 2.6  Piping Components ................................................................................................................................7 2.7  Summary Tabulation of ASME B31.9 Code Design Conditions ..........................................................8 

3.0  DESIGN INPUTS ......................................................................................................................................10 

4.0  ASSUMPTIONS ........................................................................................................................................10 4.1  General Assumptions Not Requiring Verification ...............................................................................10 4.2  Assumptions Requiring Verification ...................................................................................................10 

5.0  COMPUTER SOFTWARE .......................................................................................................................10 

6.0  RESULTS ..................................................................................................................................................11 6.1  Hand Valves (Administrative Control) ................................................................................................11 

7.0  CALCULATIONS .....................................................................................................................................12 

8.0  REFERENCES ..........................................................................................................................................27 

Appendices

Appendix A 

Manifold Mechanical Drawing Views 

Appendix B 

Manifold P&ID 

Attachments

Attachment 1 Powell API 603 Gate Valve Cutsheet 

Attachment 2 Hart O-Ring Hose Union Cutsheet 

Attachment 3 Standon Model S92/C92 Cut Sheet 

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 4 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

Figures

Figure A-1. Cold Water Manifold POR619 Isometric ......................................................................................... 30 Figure A-2. Cold Water Manifold POR619 Piping Dimensions ......................................................................... 30 Figure A-3. Cold Water Manifold Overall Dimensions ...................................................................................... 31 Figure B-1. Cold Water Manifold P&ID ............................................................................................................. 33  Tables

Table 1: Summary of Design Conditions................................................................................................................ 8  Acronyms

DCR Demand-Capacity Ratio

ft Feet

gpm Gallons per Minute

in or “ Inches

IR Interaction Ratio

ksi Pounds per Square Inch (x 103)

lbf Pound-force

lbm Pound-mass

mph Miles per hour

N/A Not Applicable

pcf Pounds per Cubic Foot

plf Pounds per Linear Foot

psi Pounds per Square Inch

psig Pounds per Square Inch (gauge)

TBD To be Determined

WRPS Washington River Protection Solutions

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 5 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

1.0 PURPOSE

The purpose of this calculation is to document that the A-Farm Cold Water Supply Manifold POR619 (H-14-111054) to be used as part of the A-Farm Waste Retrieval System (A-Farm WRS) is adequate for the design loads as specified in TFC-ENG-STD-06 and the American Society of Mechanical Engineers B31.9 Building Services Piping Code in accordance with the Level 2 Specification RPP-SPEC-61269.

2.0 METHODOLOGY

The A-Farm Cold Water Supply Manifold POR619 will be used to supply low pressure (<350 psig) water for inline dilution to slurry pumps located in tanks A-101, A-102, A-103, and A-106 for A-Farm retrieval. Additionally, POR619 will also supply the Moisture Separator Water Supply Manifold and high pressure skid for the ERSS units used in the A-Farm Waste Retrieval System. Note that per TFC-ENG-DESIGN-D-13.2, Table 4, for General Service piping carrying water, the ASMETM1 B31.1 code is applicable for piping with an operating pressure greater than 350 psig and the ASME B31.9 code is applicable for piping with an operating pressure less than 350 psig.

The manifold piping system is laid out conservatively with inherent flexibility and support spans within the code recommendations. The adequacy of the piping is determined by hand calculations and inspections of the drawings using engineering judgement. This analysis evaluates piping which is designed and fabricated in accordance with ASME Code B31.9 per the Level 2 Specification (RPP-SPEC-61269). The supply pressure pump and piping up to this manifold are depicted on the drawings H-14-021809 Sheets 1, 2, and 5 and H-14- 021824 Sheet 14.

According to ASME B31.9, Table 926.1, components manufactured in accordance with standards listed shall be considered suitable for use at pressure-temperature ratings in accordance with the Code. In addition, ASME B31.9 paragraph 926.1 states that standards or specifications listed in ASME B31.1 may also be used. Thus, in various sections throughout this calculation the more detailed guidance provided by B31.1 is considered acceptable for B31.9.

Although this is not a waste transfer system, guidance is taken from the Washington River Protection Services (WRPS) engineering standard TFC-ENG-DESIGN-C-60 in terms of calculation formatting and engineering standard TFC-ENG-STD-06 is used to ensure proper loading of the piping.

2.1 Anchorage and Supports

The piping is supported by 3 saddle clamp style piping supports, each mounted atop a concrete footing. The piping is also restrained using U-bolts on the vertical piping legs to prevent the manifold from rotating axially within the saddle clamp supports. All piping connections are to flexible rubber hoses. Due to the long length and flexibility of the hoses and the rigidity/location of the piping supports, the manifolds are considered isolated

1 ASMETM is a trademark of The American Society of Mechanical Engineers, New York, NY.

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 6 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

from additional external forces. Dead loads from the hoses are considered negligible and their effect on the piping is not evaluated.

2.2 Thermal Loading

Thermal loading is applied with guidance from TFC-ENG-DESIGN-C-60 (which has been applied at will as described above in Section 2.0). Thermal expansion of the piping is considered between the low fabrication temperature (60 °F) and the maximum system temperature (180 °F). Loading scenarios are based upon the temperature limit per TFC-ENG-STD-02 following RPP-RPT-61269 for the lower limit (-25 °F). The piping layout is evaluated to ensure that no thermal loading will occur, by calculating that the worst case linear thermal expansion of the pipe displaces less than the gaps of the restraints. Thus, no additional loads are introduced to the piping or support structure.

2.3 Fluid Expansion

A trapped fluid inside of a piping system may expand causing excessive pressures. This is mitigated in the design by three different aspects:

The hoses connected on both sides of the manifolds are not rigid piping and thus will volumetrically expand the small amount required to relieve any trapped thermal expansion pressures.

The A285 building manifold has PRVs located just before the piping runs out to A-Farm to bleed off thermal expansion induced pressures in the piping runs leading out to the farm before this manifold.

The piping on the Cold Water Supply Manifold does not have any valves that could trap pressure within the manifold itself.

2.4 Seismic and Wind Loading

Per TFC-ENG-STD-06 (the facility operator’s standard for load application) temporary or Single Shell Tank retrieval/closure equipment that is General Service and causes no life hazard are classified as NDC-0. Category NDC-0 structures generally do not require seismic loading evaluations (unless overturning due to a seismic event would control over a wind load, which is not the case for this manifold, as it is low to the ground).

The manifold is a general service, non-permanent piece of equipment used for retrieval/closure of Single Shell Tanks (SST) and therefore is evaluated to category NDC-0. ASME B31.9, as well, defers to the requirement of the governing building code for seismic considerations (paragraph 901.5).

An analysis of the wind loadings on the equipment is performed in the Calculations Section. The stress due to wind loading induced on the piping itself is included in the occasional stress evaluation per ASME B31.9.

2.5 Dynamic Fluid Pressures and Forces

All potential transient initiators due to valve closures, pump start-ups, column separation (or vapor pocket collapses), etc., are addressed and evaluated in RPP-CALC-62776. As an input into RPP-CALC-62776, this analysis will identify a maximum allowable transient force magnitude that can statically be applied to the manifold without exceeding Code allowables. RPP-CALC-62776 will compare this allowable transient force to the transient loads it determines. Note that RPP-CALC-62776 will account for dynamic load factors as required.

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 7 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

An administrative control as detailed in the Results Section is required to eliminate the possibility of an instantaneous ball valve closure upstream of this manifold which may cause pressure transients on the upstream and downstream side of a closed valve. Upstream transients are due to the sudden stop of flow, while the downstream transients can occur from vapor cavity formation and collapse. Therefore, by eliminating the operation of any quarter turn valves during flow, this potential scenario is avoided. The preferred method to shutdown the flow is via a multi-turn valve or a pump shutdown.

2.6 Piping Components

General Notes on All Components and Piping The rated pressures and temperatures of each of the components below are checked against the rating of

the system (see the Design Inputs and the P&IDs). See attachments for component catalog cutsheets.

Gate Valves

The Powell API 603 Gate Valves are made in accordance with ASME B16.34. This standard is listed in ASME B31.9, Table 926.1. The product catalog rates these gate valves as Class 300, which corresponds to a pressure rating of 620 psig at 200 °F. Therefore the gate valves are considered adequate for ASME B31.9 requirements.

Hart Industries Union

The Hart O-ring Unions conform to standard MSS-SP-83, which is the specified standard in ASME B31.9, Table 926.1, for Steel Pipe Unions. The manufacturer rates the working pressure at a minimum of 2,430 psig (for 304 material at 200 °F). Therefore, the threaded unions are considered adequate to meet the requirements of ASME B31.9.

Various Other Pipe Fittings

All pressure containing fittings (tees, elbows, and couplings) are manufactured in accordance with ASME B16.11 which is listed in ASME B31.9, Table 926.1. Such components are deemed suitable for use according to the Code from a pressure design perspective.

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 8 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

2.7 Summary Tabulation of ASME B31.9 Code Design Conditions

Table 1, below, shows a summary of the design conditions which were analyzed per ASME B31.9.

Table 1: Summary of Design Conditions

ASME B31.9, Section 901

Design Conditions

Summary of Requirement Description of Application of Requirement in Analysis

901.2 Pressure

901.2.1 Internal Design Pressure

The internal design pressure, including the effects of static head, shall not be less than the maximum sustained fluid operating pressure within the piping system. Consideration should be given to possible pressure surges. Pump shut-off pressures shall be considered.

The selected design pressure for the manifold bounds the maximum sustained operating pressure within the piping system as limited by the A285 building PRVs set to 150 psig upstream of this manifold. These are shown on H-14-021809 Sheet 2 and are appropriately sized in RPP-CALC-60081.

901.2.2 External Design Pressure

Piping subject to external pressure shall be designed for the maximum differential pressure anticipated in normal operation.

Piping systems will not be subjected to external pressures.

901.2.3 Required Containment or Relief

Provision shall be made to safely contain or relieve excessive pressure to which the piping may be subjected. Piping not protected by a pressure-relieving device, or that can be isolated from a pressure-relieving device shall be designed for at least the highest pressure that can be developed.

The A285 building water system that supplies the Cold Water Supply Manifold POR619 is equipped with a PRV in the building downstream of the in-line cold water pump, to prevent overpressure in the supply manifold piping.

901.3 Design Temperature

Temperatures referred to in this Code are the temperatures of piping materials expressed in degrees Fahrenheit, unless otherwise stated. The piping shall be designed for a temperature representing the maximum condition expected. The temperature of the piping materials is considered to be the same as that of the fluid in the piping.

The piping is designed for the worst case environmental and internal fluid extreme temperatures. The minimum design temperature (-25ºF, see Design Inputs) is based on the minimum ambient temperature and does not mandate special design requirements or material qualifications for this system. The selected maximum design temperature (180ºF, see Design Inputs) is greater than any maximum condition expected.

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 9 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

901.4 Ambient Influences

901.4.1 Cooling Effects on Pressure

Where the cooling of a fluid may reduce the pressure in the piping to below atmospheric, the piping shall be designed to withstand the external pressure, or provision shall be made to break the vacuum.

By inspection, the internal pressure will govern design of the piping system rather than vacuum levels caused by cooling.

901.4.2 Fluid Expansion Effects

Where the expansion of a fluid may increase the pressure, the piping system shall be designed to withstand the increased pressure, or provision shall be made to relieve the excess pressure.

The manifold is equipped with flexible hoses on either side which prevents excessive pressure build up in the piping. See discussion in the Methodology Section.

901.5 Dynamic Effects

901.5(a) General Piping shall be designed, arranged, and supported with due consideration of vibration, hydraulic shock, wind, and earthquake.

Addressed in hand calculations and associated design media.

901.5(b) Seismic Analysis

Seismic analysis and design for pipe supports and related structures shall be in accordance with the requirements of the governing building code for the jurisdiction in which the work is being performed.

Per TFC-ENG-STD-06, the piping and manifold are temporary structures classified as NDC-0 and do not require seismic analysis. See Methodology Section. Also note that given the minimal weight of components in the system, the support structure of the piping, and minimal bends in the pipe routing, seismic affects on the piping and the supports are considered minimal.

901.6 Thermal Expansion and Contraction Loads

When a piping system is prevented from free thermal expansion and contraction as a result of anchors and restraints, thrusts and moments are set up that must be taken into account as set forth in paras. 902 and 919.

Hand calculations are performed to determine the maximum change in pipe length to ensure that U-bolts gaps are not exceeded. Due to the use of these components, no thermal loading is considered in this analysis.

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 10 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

3.0 DESIGN INPUTS

1. The design pressure and temperature of the Cold Water Supply Manifold is 150 psig and 180 °F per RPP-SPEC-61269.

2. The minimum ambient temperature is -25 °F (TFC-ENG-STD-02).

3. Piping dimensions and details are per H-14-111054.

A. Size: 2-inch, Schedule 40S. B. Material: ASTM A312 Gr TP 304L.

4. The density of water at standard temperature is 62.4 lbs/ft3 per Lindeburg Table 14.2.

5. The manifold will be designed to support the retrieval systems for A-Farm. A design/service life of 10 years has been determined to be sufficient for the water manifold. A corrosion allowance of 0.2 mils per year for the expected service life is applied, for a total of 2 mils.

6. Gate valves are per the cutsheets in Attachment 1.

7. Hose Unions are per the cutsheets in Attachment 2.

8. A flowrate of 72.4 gpm for the Cold Water System pump run-out is used per RPP-CALC-60081 to determine the maximum loads due to pump startup.

9. Other inputs are defined within the body of the calculation (Section 8.0).

4.0 ASSUMPTIONS

4.1 General Assumptions Not Requiring Verification

1. The temperature of piping at time of installation is unknown. Therefore, per guidance from TFC-ENG-DESIGN-C-60 Table 2(a), the ambient temperature is set at 60 °F.

2. The water supplied to the manifold is assumed to be reasonably free from particulates due to the upstream filters and strainers, thus erosion is neglected.

4.2 Assumptions Requiring Verification

1. No unverified assumptions are made in this analysis.

5.0 COMPUTER SOFTWARE

Mathcad®2 release 15.0 was used for calculation. Mathcad® calculations are checked and verified by a handheld calculator.

2 Mathcad® is a registered trademark of Parametric Technology Corporation, Needham, MA.

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RPP-CALC-63007, Rev. 0

CALCULATION SHEET

Project No. 054413.18.003 Calculation No. 054413.18.003-M-001 Rev. 0 Page No. 11 of 41

Title: A-Farm Cold Water Supply Manifold POR619 ASME B31.9 Analysis

Prepared By: T.R. Byers Date: 9/24/2019 Checked By: K.J. Emory Date: 9/24/2019

Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

6.0 RESULTS

This pipe analysis determines that the Cold Water Supply Manifold POR619 piping (H-14-110054) meets ASME B31.9 requirements.

All of the calculated stress Demand to Capacity Ratios (DCRs) and the Interaction Ratios (IRs) for the manifold piping are less than 1 and therefore acceptable. For hand calculations see Section 8.0.

6.1 Hand Valves (Administrative Control)

Any quarter turn valve or component located on a pump skid connected to any of the manifolds that can be operated to near instantly stop flow shall procedurally be required to never be operated during flow. Note this does not include multi-turn valves (e.g needle, gate, globe or similar). This administrative control will be tracked via the WRPS readiness process. See transient pressures and forces in Methodology.

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7.0 CALCULATIONS

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8.0 REFERENCES

1. AISC 2011, Steel Construction Manual, American Institute of Steel Construction, Inc., 14th Ed., Chicago, IL.

2. ASCE 7-10, 2010, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, VA.

3. ASME B16.34-2017, Valves – Flanged, Threaded, and Welding End, The American Society of Mechanical Engineers, New York, NY.

4. ASME B31.1-2012, Power Piping, The American Society of Mechanical Engineers, New York, NY.

5. ASME B31.9-2014, Building Service Piping, The American Society of Mechanical Engineers, New York, NY.

6. ASTM A182/A182M-18a, Standard Specification for Forged or Rolled Alloy and Stainless Steel Pipe Flanges, Forged Fittings, and Valves and Parts for High-Temperature Service, American Society for Testing and Materials International, West Conshohocken, PA.

7. ASTM A312/A312M-18a, Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes, American Society for Testing and Materials International, West Conshohocken, PA.

8. B-Line SS-15, 2015, Strut Systems, Eaton, Highland, IL.

9. Crane, Technical Paper No. 410, Flow of Fluids, (Through Valves, Fittings and Pipe), 2009 (reprinted 04/10), Crane Co., Stamford, CT.

10. H-14-021809, Shts 1,2,3,4, and 5, Rev. 2, 3, 3, 3, and 2, Respectively, A/Ax Retrieval Raw Water System (RW) P&ID, U.S. Department of Energy, Richland, WA.

11. H-14-021824, Sht 17, Rev. 0, Raw Water POR618-RW-MNFLS-001 A-Farm P&ID, .S. Department of Energy, Richland, WA.

12. H-14-111054, All Shts, Rev. 0, A-Farm Retrieval Moisture Separator Water Supply Manifold, U.S. Department of Energy, Richland, WA.

13. Lindeburg, Michael R., Mechanical Engineering Reference Manual for the PE Exam, 13th Edition, 2013, Professional Publications, Inc., Belmont, CA.

14. MSS-SP-83-2018, Class 3000 and 6000 Pipe Unions, Socket Welding and Threaded (Carbon Steel, Alloy Steel, Stainless Steels, and Nickel Alloys), Manufacturers Standardization Society of the Valve and Fittings Industry, Inc., Vienna, VA.

15. RPP-CALC-60081, Rev. 0, 241-A/AX Cold Water System Pressure Relief Valve Sizing Calculation, U.S. Department of Energy, Richland, WA.

16. RPP-CALC-62776, Rev. 0, 241-A Farm Hydraulic Transient Analysis, U.S. Department of Energy, Richland, WA.

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Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

17. RPP-SPEC-61269, Rev. 3, Level 2 Specification for the 241-A Tanks Waste Retrieval, U.S. Department of Energy, Richland, WA.

18. TFC-ENG-DESIGN-C-60, Rev. A-3, Preparation of Piping Analyses for Waste Transfer Systems, U.S. Department of Energy, Richland, WA.

19. TFC-ENG-DESIGN-D-13.2, Rev. A-25, Guidance for Applying Engineering Codes and Standards to Design, U.S. Department of Energy, Richland, WA.

20. TFC-ENG-STD-02, Rev. A-12, Environment/Seasonal Requirements for TOC Systems, Structures, and Components, U.S. Department of Energy, Richland, WA.

21. TFC-ENG-STD-06, Rev. D-2, Design Loads for Tank Farm Facilities, U.S. Department of Energy, Richland, WA.

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APPENDIX A

MANIFOLD MECHANICAL DRAWING VIEWS

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Quality Assurance Procedure 3.1 Calculation Sheet (01-19)

Figure A-1. Cold Water Manifold POR619 Isometric

Figure A-2. Cold Water Manifold POR619 Piping Dimensions

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Figure A-3. Cold Water Manifold Overall Dimensions

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APPENDIX B

MANIFOLD P&ID

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Figure B-1. Cold Water Manifold P&ID

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ATTACHMENT 1

POWELL API 603 GATE VALVE CUTSHEET

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ATTACHMENT 2

HART O-RING HOSE UNION CUTSHEET

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ATTACHMENT 3

STANDON MODEL S92/C92 CUT SHEET

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