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Three-dimensional hydrodynamic simul...

MacWilliams, Michael L., Jr.

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Three-dimensional hydrodynamic simulation of river channels and floodplains.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Three-dimensional hydrodynamic simulation of river channels and floodplains./
Author:	MacWilliams, Michael L., Jr.
Description:	222 p.
Notes:	Source: Dissertation Abstracts International, Volume: 65-04, Section: B, page: 1995.
Contained By:	Dissertation Abstracts International65-04B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3128671
ISBN:	0496759334

Three-dimensional hydrodynamic simulation of river channels and floodplains.
MacWilliams, Michael L., Jr.

Three-dimensional hydrodynamic simulation of river channels and floodplains. - 222 p.

Source: Dissertation Abstracts International, Volume: 65-04, Section: B, page: 1995.

Thesis (Ph.D.)--Stanford University, 2004.

Three-dimensional hydrodynamic simulation of flow in river channels and on floodplains offers the potential to increase the current understanding of stream stability, channel morphology, flood conveyance, and flow variability in natural rivers.

ISBN: 0496759334Subjects--Topical Terms:

783781
Engineering, Civil.

Three-dimensional hydrodynamic simulation of river channels and floodplains.
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040 $a UnM $c UnM
100 1 $a MacWilliams, Michael L., Jr. $3 1930322
245 1 0 $a Three-dimensional hydrodynamic simulation of river channels and floodplains.
300 $a 222 p.
500 $a Source: Dissertation Abstracts International, Volume: 65-04, Section: B, page: 1995.
500 $a Advisers: Robert L. Street; Peter Kitanidis.
502 $a Thesis (Ph.D.)--Stanford University, 2004.
520 $a Three-dimensional hydrodynamic simulation of flow in river channels and on floodplains offers the potential to increase the current understanding of stream stability, channel morphology, flood conveyance, and flow variability in natural rivers.
520 $a In pool-riffle sequences, the velocity-reversal hypothesis has been proposed as an important mechanism for the maintenance of channel morphology. For the pool-riffle sequence evaluated, simulation results support the occurrence of a reversal in
520 $a Compound channels are often constructed in restoration projects on streams that have been channelized or are deeply incised. This study evaluates the effectiveness of a constructed compound channel to reduce channel velocities and bed shear stre
520 $a The application of a three-dimensional hydrodynamic model to flooding on a large-scale complex river floodplain demonstrates the utility of using three-dimensional simulations in planning field-scale restoration and management strategies. This m
520 $a These simulations demonstrate the advantages of using a three-dimensional model over more commonly used one-dimensional models and make a strong case for the implementation of more detailed hydrodynamic modeling in evaluating flow in rivers.
590 $a School code: 0212.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Hydrology. $3 545716
650 4 $a Engineering, Environmental. $3 783782
690 $a 0543
690 $a 0388
690 $a 0775
710 2 0 $a Stanford University. $3 754827
773 0 $t Dissertation Abstracts International $g 65-04B.
790 1 0 $a Street, Robert L., $e advisor
790 1 0 $a Kitanidis, Peter, $e advisor
790 $a 0212
791 $a Ph.D.
792 $a 2004
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3128671