NDLI: Concurrent Load Design Criteria for Buried High Density Polyethylene Pipe in ASME BPVC Section III, Division 1, Applications: Part III

Content Provider	The American Society of Mechanical Engineers (ASME) Digital Collection
Author	George, G. Thomas Jack, R. Spanner Timothy, M. Adams Hall, Siegrid
Copyright Year	2007
Abstract	The commercial Light Water Reactors operating within the United States have been in service from about 20 to 35 years. These plants include buried Service Water piping systems primarily made from low carbon steel. This piping has been subject to aging over the years, resulting in degradation and corrosion that will require replacement of the piping. Due to the advantageous cost and durability of High Density Polyethylene (HDPE) piping (as demonstrated in other commercial industries), the industry has expressed interest in replacing steel buried Service Water Piping in Nuclear Power Stations with HDPE piping. To assist in this effort EPRI has funded and supported the work summarized in this paper to develop design criteria for HPDE Pipe. This paper provides an example problem demonstrating the application of recently developed design criteria for HDPE piping. The technical bases of these criteria are presented in separate papers and are not repeated in this discussion.
Sponsorship	Pressure Vessels and Piping Division
Starting Page	97
Ending Page	108
Page Count	12
File Format	PDF
ISBN	0791842797
DOI	10.1115/PVP2007-26800
e-ISBN	0791838048
Volume Number	Volume 1: Codes and Standards
Conference Proceedings	ASME 2007 Pressure Vessels and Piping Conference
Language	English
Publisher Date	2007-07-22
Publisher Place	San Antonio, Texas, USA
Access Restriction	Subscribed
Subject Keyword	Asme boiler and pressure vessel code Water Light water reactors Polyethylene pipes Durability Steel Density Stress Piping systems Design Corrosion Carbon steel Nuclear power stations Pipes
Content Type	Text
Resource Type	Article

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Seismic and Concurrent Load Design Criteria for Buried High Density Polyethylene Pipe in ASME BPVC Section III, Division 1, Applications: Part I — Piping Design Basis Criteria

Seismic and Concurrent Load Design Criteria for Buried High Density Polyethylene Pipe in ASME BPVC Section III, Division 1, Applications: Part II — Piping Soil Interaction Design Basis Criteria

Basis of the Fatigue Capacities, Stress Intensification Factors, and Flexibility Factors for High Density Polyethylene Pipe in the ASME Boiler and Pressure Vessel Code, Section III, Division 1

Basis of the Upcoming Changes to Piping Seismic Design Rules in the ASME BPVC Section III, Division 1, Article NB-3200

Development of Code Case N-755: Use of Polyethylene (PE) Plastic Pipe for Section III, Division 1, Construction and Section XI Repair/Replacement Activities

Use of Polyethylene (PE) Pipe in Safety-Related, Class 3, Service-Water Piping

Bending Fatigue of Pipe and Piping Components Fabricated From High Density Polyethylene Materials

Background to Recent Revision of the Section III Seismic Piping Rules

Determination of Creep Properties of PE 4710 Cell Classification 445574C High Density Polyethylene

Concurrent Load Design Criteria for Buried High Density Polyethylene Pipe in ASME BPVC Section III, Division 1, Applications: Part III — Sample Problem

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