Research Catalog

Flood characteristics for the New River in the New River Gorge National River, West Virginia

Title
Flood characteristics for the New River in the New River Gorge National River, West Virginia [microform] / by Jeffrey B. Wiley and Michael K. Cunningham ; prepared in cooperation with the National Park Service.
Author
Wiley, J. B. (Jeffrey B.)
Publication
Charleston, W. Va. : U.S. Dept. of the Interior, U.S. Geological Survey ; Denver, CO : Earth Science Information Center, Open-File Reports Section [distributor], 1994.

Details

Additional Authors
  • Cunningham, Michael K.
  • Geological Survey (U.S.)
  • United States. National Park Service.
Description
iv, 96 p. : ill., maps; 28 cm.
Series Statement
U.S. Geological Survey open-file report ; 93-77
Subject
  • Floods > New River (N.C.-W. Va.)
  • Streamflow > New River (N.C.-W. Va.) > Models
  • New River Gorge National Park and Preserve (W. Va.)
  • New River (N.C.-W. Va.)
Note
  • Distributed to depository libraries in microfiche.
  • Shipping list no.: 95-0601-M.
Bibliography (note)
  • Includes bibliographical references (p. 16).
Reproduction (note)
  • Microfiche.
Call Number
READEX Microfiche I 19.76:93-77
OCLC
marcive33056852
Author
Wiley, J. B. (Jeffrey B.)
Title
Flood characteristics for the New River in the New River Gorge National River, West Virginia [microform] / by Jeffrey B. Wiley and Michael K. Cunningham ; prepared in cooperation with the National Park Service.
Imprint
Charleston, W. Va. : U.S. Dept. of the Interior, U.S. Geological Survey ; Denver, CO : Earth Science Information Center, Open-File Reports Section [distributor], 1994.
Series
U.S. Geological Survey open-file report ; 93-77
Bibliography
Includes bibliographical references (p. 16).
Reproduction
Microfiche. [Denver, Colo. : U.S. Geological Survey, 1995?] 2 microfiches : negative.
Added Author
Cunningham, Michael K.
Geological Survey (U.S.)
United States. National Park Service.
Gpo Item No.
0624-H (MF)
Sudoc No.
I 19.76:93-77
Research Call Number
READEX Microfiche I 19.76:93-77
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