2012
DOI: 10.9753/icce.v33.sediment.76
|View full text |Cite
|
Sign up to set email alerts
|

Influence of Inlet / Shoal Complex on Adjacent Shorelines via Inlet Sink Method

Abstract: The region of influence of the inlet on the adjacent shoreline was determined via examination of the inlet's net sink effect. The net sink effect, or volumetric impact, was computed by adding the volume (or rate) of net sand accumulation within the inlet's channels and shoals with the cumulative volumetric losses on adjacent shorelines to conserve sediment mass after accounting for the volumes either added to adjacent beaches or removed from the ebb shoal by means of nourishment and sediment mining. Volume cha… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
3
0

Year Published

2019
2019
2022
2022

Publication Types

Select...
2
1

Relationship

2
1

Authors

Journals

citations
Cited by 3 publications
(3 citation statements)
references
References 1 publication
0
3
0
Order By: Relevance
“…An analytical model may use estimated rates of net longshore sediment transport, regional beach erosion rates, and growth rates of ebb/flood-tidal deltas about an equilibrium value to evaluate a long-term exchange between beaches and inlets (Rosati and Kraus, 2009). Beck and Legault (2012) and Legault et al (2012) offer a technical approach at a project scale, which evaluated an optimal volume of mined inlet shoal sediment that could be used to supply adjacent beach nourishment projects without adversely affecting (a) long-term shoal evolution, (b) wave field on adjacent beaches, and (c) inlet navigability. A similar study by Walton and Dean (2011), evaluated maintenancedredging scheduling of the same inlet through an analytical solution of the Pelnard-Considere equation applied to measured shoreline change rates.…”
Section: Engineering Activities At a Barrier-inlet Systemmentioning
confidence: 99%
“…An analytical model may use estimated rates of net longshore sediment transport, regional beach erosion rates, and growth rates of ebb/flood-tidal deltas about an equilibrium value to evaluate a long-term exchange between beaches and inlets (Rosati and Kraus, 2009). Beck and Legault (2012) and Legault et al (2012) offer a technical approach at a project scale, which evaluated an optimal volume of mined inlet shoal sediment that could be used to supply adjacent beach nourishment projects without adversely affecting (a) long-term shoal evolution, (b) wave field on adjacent beaches, and (c) inlet navigability. A similar study by Walton and Dean (2011), evaluated maintenancedredging scheduling of the same inlet through an analytical solution of the Pelnard-Considere equation applied to measured shoreline change rates.…”
Section: Engineering Activities At a Barrier-inlet Systemmentioning
confidence: 99%
“…Caution is suggested with regards to newly stabilized inlets with jetties and adjacent fillet development, which will trap a considerable quantity of sediment that would otherwise contribute to ebb-tidal delta development. At different stages of development, volumes contained in fillets or attachment locations may be considered closely connected reservoirs in a tidal inlet shoal accumulation (Kraus 2000;Legault et al 2012), and a critical component to any volume change analysis must consider this geomorphological interpretation. Powell et al (2006) provide a comprehensive review of empirical morphodynamic relationships of tidal inlet cross-section area and ebband flood-tidal delta volume to tidal prism using 67 sandy barrier island inlets from Florida for reference.…”
Section: Ebb-tidal Delta Volumementioning
confidence: 99%
“…Because inlets regulate the flux of water, sediment, and nutrients between the ocean and an inland water body, they often play an important role in the ecologic health of the inland system (Fulton et al., 1993) and may exhibit morphologic control well beyond their immediate geographic footprint (FitzGerald, 1988; Hayes, 1980). For example, cross‐shore oriented tidal currents disrupt alongshore sediment transport, temporarily or permanently storing large volumes of sediment in flood and ebb tidal deltas (Boothroyd, 1985; FitzGerald, 1982; Legault et al., 2012; Walton & Dean, 2011). These disruptions may manifest as large scale erosional or accretional patterns over extended swaths of neighboring coastline (FitzGerald, 1988).…”
Section: Introductionmentioning
confidence: 99%