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Vertical velocity distributions in s...

Holmes, Robert Ray, Jr.

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Vertical velocity distributions in sand-bed alluvial rivers.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Vertical velocity distributions in sand-bed alluvial rivers./
Author:	Holmes, Robert Ray, Jr.
Description:	325 p.
Notes:	Source: Dissertation Abstracts International, Volume: 64-08, Section: B, page: 3948.
Contained By:	Dissertation Abstracts International64-08B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3101865
ISBN:	0496494516

Vertical velocity distributions in sand-bed alluvial rivers.
Holmes, Robert Ray, Jr.

Vertical velocity distributions in sand-bed alluvial rivers. - 325 p.

Source: Dissertation Abstracts International, Volume: 64-08, Section: B, page: 3948.

Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2003.

An experimental study of flows over bedforms was conducted in two alluvial river systems; the Kankakee River and the Missouri River with the purposes of (1) evaluating the applicability of laboratory scale results to field-scale problems, (2) ch

ISBN: 0496494516Subjects--Topical Terms:

783781
Engineering, Civil.

Vertical velocity distributions in sand-bed alluvial rivers.
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100 1 $a Holmes, Robert Ray, Jr. $3 1930248
245 1 0 $a Vertical velocity distributions in sand-bed alluvial rivers.
300 $a 325 p.
500 $a Source: Dissertation Abstracts International, Volume: 64-08, Section: B, page: 3948.
500 $a Adviser: Marcelo H. Garcia.
502 $a Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2003.
520 $a An experimental study of flows over bedforms was conducted in two alluvial river systems; the Kankakee River and the Missouri River with the purposes of (1) evaluating the applicability of laboratory scale results to field-scale problems, (2) ch
520 $a The large-river-scale data reflect similar flow characteristics to those of laboratory-scale flows. Turbulence production may be more appreciable in the outer region of a large river flow than for flume flows. In general, the Reynolds stress dis
520 $a The velocity-distribution models of Smith and McLean (1977) and Nelson and Smith (1989A) were evaluated using the field data from this study, as well as the field data of Smith and McLean (1977) and Kostascuk and Villard (1996). In an effort to
520 $a Shear partition models of Einstein and Nelson-Smith were evaluated with the field data collected in this research. Einstein's method had an absolute average percent error of 11.3%, while the Nelson-Smith method had an absolute average percent er
590 $a School code: 0090.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Hydrology. $3 545716
650 4 $a Physical Geography. $3 893400
690 $a 0543
690 $a 0388
690 $a 0368
710 2 0 $a University of Illinois at Urbana-Champaign. $3 626646
773 0 $t Dissertation Abstracts International $g 64-08B.
790 1 0 $a Garcia, Marcelo H., $e advisor
790 $a 0090
791 $a Ph.D.
792 $a 2003
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3101865