Author: United States. Bureau of ReclamationPublisher:
ISBN:
Category : Irrigation
Languages : en
Pages : 202
Book Description
Technical Memorandum - Bureau of Reclamation
Author: United States. Bureau of ReclamationPublisher:
ISBN:
Category : Irrigation
Languages : en
Pages : 202
Book Description
Technical Memorandum
Author: United States. Bureau of ReclamationPublisher:
ISBN:
Category :
Languages : en
Pages : 96
Book Description
New Mexico Regional Water Resources Assessment, Northeast Unit, Technical Memorandum
Author: United States. Bureau of Reclamation. Upper Colorado RegionPublisher:
ISBN:
Category : Irrigation
Languages : en
Pages : 0
Book Description
Publications for Sale
Author: Reclamation Project Data
Author: United States. Bureau of ReclamationPublisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 292
Book Description
Memorandum to Chief Designing Engineer, Subject, Determination of Non-linear Stress Distribution in Boulder Dam by Rubber Slab Experiments
Author: Wallace A. WaldorfPublisher:
ISBN:
Category : Hoover Dam (Ariz. and Nev.)
Languages : en
Pages : 548
Book Description
Memorandum to Chief Designing Engineer, Subject: Design of Roller Gates
Author: C. P. VetterPublisher:
ISBN:
Category : Sluice gates
Languages : en
Pages : 72
Book Description
New Mexico Regional Water Resources Assessment, Northwest Unit, Technical Memorandum
Author: United States. Bureau of Reclamation. Denver Office. Technical Service CenterPublisher:
ISBN:
Category : Irrigation
Languages : en
Pages :
Book Description
Research and Technology Transfer Activities
Author: United States. Bureau of Reclamation. Research OfficePublisher:
ISBN:
Category : Hydrography
Languages : en
Pages : 134
Book Description
Review of the Bureau of Reclamation's Corrosion Prevention Standards for Ductile Iron Pipe
Author: National Research CouncilPublisher: National Academies Press
ISBN: 0309147883
Category : Technology & Engineering
Languages : en
Pages : 186
Book Description
Ductile iron pipe (DIP) was introduced about 50 years ago as a more economical and better-performing product for water transmission and distribution. As with iron or steel pipes, DIP is subject to corrosion, the rate of which depends on the environment in which the pipe is placed. Corrosion mitigation protocols are employed to slow the corrosion process to an acceptable rate for the application. When to use corrosion mitigation systems, and which system, depends on the corrosivity of the soils in which the pipeline is buried. The Bureau of Reclamation's specification for DIP in highly corrosive soil has been contested by some as an overly stringent requirement, necessitating the pipe to be modified from its as-manufactured state and thereby adding unnecessary cost to a pipeline system. This book evaluates the specifications in question and presents findings and recommendations. Specifically, the authoring committee answers the following questions: Does polyethylene encasement with cathodic protection work on ductile iron pipe installed in highly corrosive soils? Will polyethylene encasement and cathodic protection reliably provide a minimum service life of 50 years? What possible alternative corrosion mitigation methods for DIP would provide a service life of 50 years?