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‡b.W34 no. 2-655 App. A
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‡aD 103.24/2:2-655
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‡aCummins, Reid S.
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‡aSpillway for typical low-head navigation dam, Arkansas River, Arkansas :
‡bhydraulic model investigation : Appendix A : gate sills and stilling basins for Locks and Dams Nos. 5 and 7 /
‡cby R.S. Cummins, Jr., J.L. Grace, Jr. ; sponsored by U.S. Army Engineer District, Little Rock ; conducted by U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, Vicksburg, Mississippi.
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‡aHydraulic model investigation: spillway for typical low-head navigation dam, Arkansas River, Arkansas: Appendix A, gate sills and stilling basins for Locks and Dams Nos. 5 and 7.
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‡aVicksburg, Miss. :
‡bWaterways Experiment Station,
‡c1965.
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‡avii, 8, [40] pages, 12 leaves of plates :
‡billustrations ;
‡c27 cm.
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‡atext
‡btxt
‡2rdacontent
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‡aunmediated
‡bn
‡2rdamedia
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‡avolume
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‡aTechnical report - U.S. Army Engineer Waterways Experiment Station ;
‡vno. 2-655, App. A
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‡aMode of access: Internet.
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‡aHydraulic models.
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‡aStilling basins.
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‡aSpillways.
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‡aHydraulic gates.
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‡aLock and Dam No. 7 (Ark.)
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‡aColonel Charles D. Maynard Lock and Dam (Ark.)
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‡aGrace, John L.,
‡eauthor.
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‡aWaterways Experiment Station (U.S.)
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‡aUnited States.
‡bArmy.
‡bCorps of Engineers.
‡bLittle Rock District.
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‡aTechnical Report Archive & Image Library (TRAIL)
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‡a39015086516385
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‡b2024-03-01T18:32:01Z
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