2020
DOI: 10.1016/j.coastaleng.2020.103648
|View full text |Cite
|
Sign up to set email alerts
|

Experimental study on vegetation flexibility as control parameter for wave damping and velocity structure

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
44
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
5
2
1

Relationship

3
5

Authors

Journals

citations
Cited by 108 publications
(44 citation statements)
references
References 52 publications
0
44
0
Order By: Relevance
“…Weighted Means (CWM) of plant trait data from vegetation surveys carried out as part of the CoastWEB project 31,89 ( Supplementary table S15).…”
Section: Experimental Designmentioning
confidence: 99%
See 2 more Smart Citations
“…Weighted Means (CWM) of plant trait data from vegetation surveys carried out as part of the CoastWEB project 31,89 ( Supplementary table S15).…”
Section: Experimental Designmentioning
confidence: 99%
“…Previous studies on open, exposed sections of coastline e.g. [47][48][49] have shown that saltmarsh vegetation increases hydrodynamic drag 31,50,51 , locally attenuating waves 47,48 and surges 49,52 travelling over marshes towards the shoreline. Yet, in estuaries, upstream surge mitigation -whereby marshes cumulatively attenuate surge over large distances along con ned estuary channels -is also likely to act in unison with local processes, mitigating impacts in vulnerable upstream regions [53][54][55] .…”
Section: Introductionmentioning
confidence: 98%
See 1 more Smart Citation
“…Importantly, the drag coefficient C D is the only parameter that cannot be measured in the field a priori. Therefore, the value C D = 1 is selected based on experimental studies with stiff cylinders in unidirectional flow [59] and waves based on conditions in the Taf Estuary [60]. C D = 1 was also successfully applied in recent modelling studies [54,57].…”
Section: Vegetation Modulementioning
confidence: 99%
“…The drag coefficient ( ) is the only parameter that cannot be measured in the field a priori. Therefore, the value = 1 is selected based on experimental studies with stiff cylinders in unidirectional flow (Tanino and Nepf (2008)) and waves based on conditions in the Taf estuary (van Veelen et al, 2019).…”
Section: Modelling Approachmentioning
confidence: 99%