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Hydraulic roughness of armoured grav...

Martin, Violeta.

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Hydraulic roughness of armoured gravel beds: The role of grain protrusion.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Hydraulic roughness of armoured gravel beds: The role of grain protrusion./
Author:	Martin, Violeta.
Description:	216 p.
Notes:	Source: Dissertation Abstracts International, Volume: 64-05, Section: B, page: 2305.
Contained By:	Dissertation Abstracts International64-05B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=NQ79278
ISBN:	0612792781

Hydraulic roughness of armoured gravel beds: The role of grain protrusion.
Martin, Violeta.

Hydraulic roughness of armoured gravel beds: The role of grain protrusion. - 216 p.

Source: Dissertation Abstracts International, Volume: 64-05, Section: B, page: 2305.

Thesis (Ph.D.)--The University of British Columbia (Canada), 2003.

A new theoretical analysis was developed that accounts for variable grain protrusion within self-formed, stable gravel armour layers. A key feature of the analysis is accounting for the variation in drag coefficient, drag force and critical dime

ISBN: 0612792781Subjects--Topical Terms:

783781
Engineering, Civil.

Hydraulic roughness of armoured gravel beds: The role of grain protrusion.
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100 1 $a Martin, Violeta. $3 1930228
245 1 0 $a Hydraulic roughness of armoured gravel beds: The role of grain protrusion.
300 $a 216 p.
500 $a Source: Dissertation Abstracts International, Volume: 64-05, Section: B, page: 2305.
500 $a Advisers: Robert Millar; Michael Quick.
502 $a Thesis (Ph.D.)--The University of British Columbia (Canada), 2003.
520 $a A new theoretical analysis was developed that accounts for variable grain protrusion within self-formed, stable gravel armour layers. A key feature of the analysis is accounting for the variation in drag coefficient, drag force and critical dime
520 $a Experimental work on simulating gravel-bed armouring was carried out to obtain more data and test the assumptions underlying the numerical model. Velocity profiles across and along the flume were measured with an acoustic Doppler velocimeter (AD
590 $a School code: 2500.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Hydrology. $3 545716
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710 2 0 $a The University of British Columbia (Canada). $3 626643
773 0 $t Dissertation Abstracts International $g 64-05B.
790 1 0 $a Millar, Robert, $e advisor
790 1 0 $a Quick, Michael, $e advisor
790 $a 2500
791 $a Ph.D.
792 $a 2003
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=NQ79278