Thesis (M.S.)--Oregon State University, 1989. / Typescript (photocopy). Includes bibliographical references. Also available on the World Wide Web.

Thesis (Ph. D.)--University of Washington, 1997. / Vita. Includes bibliographical references (leaves [100]-114).

Thesis (Ph. D.)--Oregon State University, 2000. / Typescript (photocopy). Includes bibliographical references. Also available via the World Wide Web.

Thesis (Ph. D.)--Oregon State University, 2001. / Typescript (photocopy). Includes bibliographical references (leaves 212-224). Also available via the World Wide Web.

This thesis is an experimental investigation of the roughness problem in open channel flow. A literature review is given on the previous research done on friction factors. It is done in chronological order, so that the historical development of the friction equation can be seen.

Thesis (M.S.)--University of Montana, 2008. / Description based on contents viewed May 13, 2008; title from title screen. Includes bibliographical references.

Thesis (Ph. D.)--Oregon State University, 1993. / Typescript (photocopy). Includes bibliographical references (leaves 155-173). Also available via the World Wide Web.

A Virginia V-notch weir·box culvert combination gaging station is a discharge measuring device to record the runoff from small watersheds, usually less than two thousand acres in area. The station is composed of a prebuilt highway culvert, a one-foot thick triangular shaped weir placed between wing walls of the culvert entrance and a water level recorder placed 10 feet upstream from the weir. Water runs over the weir and enters the culvert, its surface elevation is controlled by the weir for low stages and, by the culvert, for high stages. The advantages of this kind of gaging station are: l. to make low flow measurable and accurate, 2. to permit free passage of debris and, 3. economical. The main purpose of this thesis is to determine the relationship between the discharge and the measured flow stage. Scaled model studies have been previously made for the same gaging station and the result is found practically agreeable. Theoretical analysis shows that the weir is hydraulically short-created. A suggestion, to place the flow stage measuring section within the wing walls of the culvert entrance, is recommended in this thesis. / Master of Science

published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy

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