2 edition of Hydraulics of Great Lakes inlets found in the catalog.
by Dept. of Defense, Dept. of the Army, Corps of Engineers, Coastal Engineering Research Center in Fort Belvoir, Va
Written in English
|Statement||by William N. Seelig and Robert M. Sorensen|
|Series||Technical paper -- no. 77-8|
|Contributions||Sorensen, Robert M., 1938-, Coastal Engineering Research Center (U.S.)|
|The Physical Object|
|Pagination||69 p. :|
|Number of Pages||69|
Fourth progress report on hydraulics of culverts: hydraulics of improved inlet structures for pipe culverts / ([Washington, D.C.]: U.S. Dept. of Commerce, National Bureau of Standards, ), by John L. French, United States. Bureau of Public Roads, and United States. Michelle and Marty Maas in Door County, Wis., this month with their children, from left, Mylan, Maverick and Mackenzie. The surprising rise of the Great Lakes .
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Be the Pages: Hydraulics of Great Lakes inlets (OCoLC) Material Type: Government publication, National government publication: Document Type: Book: All Authors / Contributors: William N Seelig; Robert M Sorensen; Coastal Engineering Research Center (U.S.).
Reversing currents in inlets Hydraulics of Great Lakes inlets book the Great Lakes are generated primarily by long wave seiching modes of the lakes rather than by the tide. Reversing currents in inlets on the Great Lakes are generated primarily by long wave seiching modes of the lakes rather than by the astronomical tide.
Hydraulics of Great Lakes inlets / By William N. Seelig, Robert M. Sorensen and Coastal Engineering Research Center (U.S.) Topics: Great Lakes, Seiches. Hydraulics of Great Lakes inlets / by William N. Seelig and Robert M.
Sorensen. By William N. Seelig, Robert M. Sorensen and Coastal Engineering Research Center (U.S.) Topics: Great Lakes Author: William N. Seelig, Robert M. Sorensen. Address: 36th street SE, Grand Rapids, MI Toll Free: () Local: () Fax: () GreatLakes Equipment Co.
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Thus the channel segment seaward of the throat is a part of the mouth. on Tidal Inlet Hydraulics. Ac, mean depth he, and length L. Mean o ~ -- (O'Brien and Clark ). Q is equal to uAc, and Qf = the freshwater discharge. 'Unsteady Flow in Open Channels is a modern and insightful introduction to flow phenomena in shallow channels.
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At Great Lakes Flaherty, we specialize in creating solutions for our customers' unique requirements. The inlet location may be dictated either by roadway elements, hydraulic requirements, or both. Inlets should be placed upstream of roadway elements such as sags, street intersections, gore islands (see Figure ), super elevation transitions, driveways, cross-walks, and curb ramps (see Bypass Flow Design Approach).
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