2004
DOI: 10.1002/hyp.5564
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Modelling flow resistance in vegetated streams: review and development of new theory

Abstract: Abstract:Aquatic macrophytes are often the dominant factor influencing flow conditions within the channels they occupy. Existing knowledge of how stream plants affect the flow is outlined, and the different scales at which vegetation resistance operates are proposed. Resistance is shown to be a function of the size of the plants, their structural properties, location in the channel, and the local flow conditions. Current models to calculate this composite resistance effect are assessed in the light of theoreti… Show more

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Cited by 173 publications
(163 citation statements)
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“…The nuisance threshold will depend on the characteristics of the macrophyte species (e.g. flexibility), minimum flow capacity requirement of the water system at a specific time, pattern of the vegetation in the aquatic system and the bottom morphology of the waterway (Green 2005;Vereecken et al 2006;Bal et al 2011). Modelling indicated increased flow resistance at vegetation blockage of a channel of more than 50% (for details and model conditions, see : Green 2005).…”
Section: Thresholds For Hydrodynamicsmentioning
confidence: 99%
See 1 more Smart Citation
“…The nuisance threshold will depend on the characteristics of the macrophyte species (e.g. flexibility), minimum flow capacity requirement of the water system at a specific time, pattern of the vegetation in the aquatic system and the bottom morphology of the waterway (Green 2005;Vereecken et al 2006;Bal et al 2011). Modelling indicated increased flow resistance at vegetation blockage of a channel of more than 50% (for details and model conditions, see : Green 2005).…”
Section: Thresholds For Hydrodynamicsmentioning
confidence: 99%
“…Summarising, a PVI of 50% appears to be a good starting point threshold level at above which macrophytes will cause hydrological problems in our case study. It should be noted that the spatial pattern of the vegetation influences the resistance it will inflict on water flow (Green 2005;Vereecken et al 2006;Bal et al 2011). Furthermore, plant fragments can also easily clog pipes and pumps used for cooling water or irrigation (Richardson 2008).…”
Section: Thresholds For Hydrodynamicsmentioning
confidence: 99%
“…Email: stephan.creelle@ugent.be and water depths is improving. Nevertheless, more insight is needed, particularly when the plants are randomly distributed within the channel (Green 2005). To this end, a great amount of field data from different flow and vegetation conditions is necessary to validate and calibrate such models.…”
Section: Introductionmentioning
confidence: 99%
“…This turbulence is directly linked to the water velocity and decreases when the stream water flows through patches of submerged vegetation (HAMILTON and MITCHELL, 1996;KRISTENSEN et al, 1992;SCHULTZ et al, 2003;WHARTON et al, 2006). The decrease in turbulence reduces sediment re-suspension by water flow (FONSECA and CAHALAN, 1992;GREEN, 2005 and references therein). As a result, fine particles (< 1 mm) are more likely to settle in and just downstream of macrophyte stands (SCHULTZ et al, 2003), suspended matter sedimentation is enhanced and water turbidity decreases HORPPILA and NURMINEN, 2003;MADSEN et al, 2001;PETTICREW and KALFF, 1992).…”
Section: Introductionmentioning
confidence: 99%
“…Most studies about the impact of macrophytes on flow have been carried out to determine the potential for them to cause flooding (GREEN, 2005 and references therein). The link between the hydrodynamic effect and possible trapping of fine particles has been less extensively developed (e.g.…”
Section: Introductionmentioning
confidence: 99%