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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2015-09-01
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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 |
work_keys_str_mv |
AT stephanmarkspiller dynamicliftonanartificialstaticarmorlayerduringhighlyunsteadyopenchannelflow AT nilsruther dynamicliftonanartificialstaticarmorlayerduringhighlyunsteadyopenchannelflow AT heidefriedrich dynamicliftonanartificialstaticarmorlayerduringhighlyunsteadyopenchannelflow |
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1725958604466421760 |