Relation between immersed weight and volume rates of longshore transport

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049 ⊔ ⊔ ‡aMAIN
050 1 4 ‡aTC203 ‡b.U581ta no. 79-1
074 ⊔ ⊔ ‡a334-A-24 (microfiche)
086 0 ⊔ ‡aD 103.42/10:79-1
100 1 ⊔ ‡aGalvin, Cyril J. ‡q(Cyril Jerome), ‡d1935-
245 1 0 ‡aRelation between immersed weight and volume rates of longshore transport / ‡cby Cyril J. Galvin.
264 ⊔ 1 ‡aFort Belvoir, Virginia : ‡bU.S. Army Coastal Engineering Research Center ; ‡aSpringfield, Virginia : ‡bNational Technical Information Service, Operations Division, ‡c1979.
300 ⊔ ⊔ ‡a15 pages : ‡billustrations ; ‡c27 cm.
336 ⊔ ⊔ ‡atext ‡btxt ‡2rdacontent
337 ⊔ ⊔ ‡aunmediated ‡bn ‡2rdamedia
338 ⊔ ⊔ ‡avolume ‡bnc ‡2rdacarrier
490 0 ⊔ ‡aTechnical paper ; ‡vno. 79-1
500 ⊔ ⊔ ‡a"May 1979."
500 ⊔ ⊔ ‡aCover title.
504 ⊔ ⊔ ‡aIncludes bibliographical references (page 15).
520 ⊔ ⊔ ‡aAs presently used, the immersed weight rate, I sub l, is the volume rate, Q, of longshore transport, multiplied by a constant. For use in engineering problems, I sub l must be converted back to the equivalent Q. The I sub l formulation may be important where the unit weight of sand differs significantly from the unit weight of sand at the open-coast sites contributing data to the design curve. Increase in void ratio may result in a 10- to 20-percent increase in actual (as compared to predicted) shoaling volumes where sand accumulates in protected water. Void ratio should be measured in field studies of longshore transport.
538 ⊔ ⊔ ‡aMode of access: Internet.
650 ⊔ 7 ‡aSand. ‡2fast ‡0(OCoLC)fst01104803
650 ⊔ 7 ‡aLittoral drift. ‡2fast ‡0(OCoLC)fst01000543
650 ⊔ 0 ‡aSand.
650 ⊔ 0 ‡aLittoral drift.
710 2 ⊔ ‡aCoastal Engineering Research Center (U.S.)
730 0 ⊔ ‡aTechnical Report Archive & Image Library (TRAIL)
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