The Resource Hydraulic model studies of the Santa Rosa Turnout : Tucson Aqueduct, Central Arizona Project, by K. Warren Frizell

Hydraulic model studies of the Santa Rosa Turnout : Tucson Aqueduct, Central Arizona Project, by K. Warren Frizell

Label
Hydraulic model studies of the Santa Rosa Turnout : Tucson Aqueduct, Central Arizona Project
Title
Hydraulic model studies of the Santa Rosa Turnout
Title remainder
Tucson Aqueduct, Central Arizona Project
Statement of responsibility
by K. Warren Frizell
Creator
Contributor
Subject
Language
eng
http://library.link/vocab/creatorName
Frizell, K. Warren
Government publication
federal national government publication
Illustrations
illustrations
Index
no index present
Literary form
non fiction
http://library.link/vocab/relatedWorkOrContributorName
United States
http://library.link/vocab/subjectName
  • Flow meters
  • Tucson Aqueduct (Ariz.)
Label
Hydraulic model studies of the Santa Rosa Turnout : Tucson Aqueduct, Central Arizona Project, by K. Warren Frizell
Instantiates
Publication
Note
  • Distributed to depository libraries in microfiche
  • "R-90-13."
  • "August 1990."
Carrier category
volume
Carrier category code
nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Control code
17239066
Dimensions
28 cm
Extent
iv, 23 pages
Media category
unmediated
Media MARC source
rdamedia
Media type code
n
Other physical details
illustrations
Label
Hydraulic model studies of the Santa Rosa Turnout : Tucson Aqueduct, Central Arizona Project, by K. Warren Frizell
Publication
Note
  • Distributed to depository libraries in microfiche
  • "R-90-13."
  • "August 1990."
Carrier category
volume
Carrier category code
nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Control code
17239066
Dimensions
28 cm
Extent
iv, 23 pages
Media category
unmediated
Media MARC source
rdamedia
Media type code
n
Other physical details
illustrations

Library Locations

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      39.77004 -86.164015

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