Dynamic Lift on an Artificial Static Armor Layer During Highly Unsteady Open Channel Flow

The dynamic lift acting on a 100 mm × 100 mm section of a static armor layer during unsteady flow is directly measured in a series of physical experiments. The static armor layer is represented by an artificial streambed mold, made from an actual gravel bed. Data from a total of 190 experiments are...

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Main Authors: Stephan Mark Spiller, Nils Rüther, Heide Friedrich
Format: Article
Language:English
Published: MDPI AG 2015-09-01
Series:Water
Subjects:
Online Access:http://www.mdpi.com/2073-4441/7/9/4951
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spelling doaj-580f8aa1a9804ccebb48793d6bf82db12020-11-24T21:32:07ZengMDPI AGWater2073-44412015-09-01794951497010.3390/w7094951w7094951Dynamic Lift on an Artificial Static Armor Layer During Highly Unsteady Open Channel FlowStephan Mark Spiller0Nils Rüther1Heide Friedrich2Department of Hydraulic and Environmental Engineering, Norwegian University of Science andTechnology, S.P. Andersens veg 5, Trondheim 7491, NorwayDepartment of Hydraulic and Environmental Engineering, Norwegian University of Science andTechnology, S.P. Andersens veg 5, Trondheim 7491, NorwayDepartment of Civil and Environmental Engineering, The University of Auckland, 20 SymondsStreet, Auckland 1010, New ZealandThe dynamic lift acting on a 100 mm × 100 mm section of a static armor layer during unsteady flow is directly measured in a series of physical experiments. The static armor layer is represented by an artificial streambed mold, made from an actual gravel bed. Data from a total of 190 experiments are presented, undertaken in identical conditions. Results show that during rapid discharge increases, the dynamic lift on the streambed repeatedly exhibits three clear peaks. The magnitude of the observed lift depends on the following hydrograph characteristics: (1) the initial flow depth; (2) the ramping duration and therefore the ramping rate; and (3) the total discharge increase. An adjusted unsteadiness parameter combines those three hydrograph characteristics for rapid discharge increases. Direct correlations between the unsteadiness parameter and the measured dynamic lift during unsteady flow are presented. In addition, the armor layer porosity showed a major impact on the observed effects. It is shown that increasing bed porosity leads to decreasing dynamic lift.http://www.mdpi.com/2073-4441/7/9/4951lift forceartificial streambedforce sensorload cellunsteady flow
collection DOAJ
language English
format Article
sources DOAJ
author Stephan Mark Spiller
Nils Rüther
Heide Friedrich
spellingShingle Stephan Mark Spiller
Nils Rüther
Heide Friedrich
Dynamic Lift on an Artificial Static Armor Layer During Highly Unsteady Open Channel Flow
Water
lift force
artificial streambed
force sensor
load cell
unsteady flow
author_facet Stephan Mark Spiller
Nils Rüther
Heide Friedrich
author_sort Stephan Mark Spiller
title Dynamic Lift on an Artificial Static Armor Layer During Highly Unsteady Open Channel Flow
title_short Dynamic Lift on an Artificial Static Armor Layer During Highly Unsteady Open Channel Flow
title_full Dynamic Lift on an Artificial Static Armor Layer During Highly Unsteady Open Channel Flow
title_fullStr Dynamic Lift on an Artificial Static Armor Layer During Highly Unsteady Open Channel Flow
title_full_unstemmed Dynamic Lift on an Artificial Static Armor Layer During Highly Unsteady Open Channel Flow
title_sort dynamic lift on an artificial static armor layer during highly unsteady open channel flow
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2015-09-01
description The dynamic lift acting on a 100 mm × 100 mm section of a static armor layer during unsteady flow is directly measured in a series of physical experiments. The static armor layer is represented by an artificial streambed mold, made from an actual gravel bed. Data from a total of 190 experiments are presented, undertaken in identical conditions. Results show that during rapid discharge increases, the dynamic lift on the streambed repeatedly exhibits three clear peaks. The magnitude of the observed lift depends on the following hydrograph characteristics: (1) the initial flow depth; (2) the ramping duration and therefore the ramping rate; and (3) the total discharge increase. An adjusted unsteadiness parameter combines those three hydrograph characteristics for rapid discharge increases. Direct correlations between the unsteadiness parameter and the measured dynamic lift during unsteady flow are presented. In addition, the armor layer porosity showed a major impact on the observed effects. It is shown that increasing bed porosity leads to decreasing dynamic lift.
topic lift force
artificial streambed
force sensor
load cell
unsteady flow
url http://www.mdpi.com/2073-4441/7/9/4951
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AT nilsruther dynamicliftonanartificialstaticarmorlayerduringhighlyunsteadyopenchannelflow
AT heidefriedrich dynamicliftonanartificialstaticarmorlayerduringhighlyunsteadyopenchannelflow
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