This article needs additional citations for verification. (February 2011)
Beach nourishment (also referred to as beach renourishment, beach replenishment, or sand replenishment) describes a process by which sediment, usually sand, lost through longshore drift or erosion is replaced from other sources. A wider beach can reduce storm damage to coastal structures by dissipating energy across the surf zone, protecting upland structures and infrastructure from storm surges, tsunamis and unusually high tides. Beach nourishment is typically part of a larger integrated coastal zone management aimed at coastal defense. Nourishment is typically a repetitive process since it does not remove the physical forces that cause erosion but simply mitigates their effects.
Before the 1970s, nourishment involved directly placing sand on the beach and dunes. Since then more shoreface nourishments have been carried out, which rely on the forces of the wind, waves and tides to further distribute the sand along the shore and onto the beaches and dunes.
The beach erosion is a specific subset of the coastal erosion which in turn is a type of bioerosion which alters the coastal geography through beach morphodynamics. There are numerous incidences of modern recession of beaches, mainly due to the longshore drift and coastal development hazards.
Causes of erosionEdit
Erosion is a natural response to storm activity. During storms, sand from the visible beach submerges to form sand bars that protect the beach. Submersion is only part of the cycle. During calm weather smaller waves return sand from bars to the visible beach surface in a process called accretion.
Some beaches do not have enough sand available to coastal processes to respond naturally to storms. When not enough sand is available, the beach cannot recover following storms.
Many areas of high erosion are due to human activities. Reasons can include: seawalls locking up sand dunes, coastal structures like ports and harbors that prevent longshore transport, dams and other river management structures. Continuous, long-term renourishment efforts, especially in cuspate-cape coastlines, can play a role in longshore transport inhibition and downdrift erosion. These activities interfere with the natural sediment flows either through dam construction (thereby reducing riverine sediment sources) or construction of littoral barriers such as jetties, or by deepening of inlets; thus preventing longshore transport of sediment.
Types of shoreline protection approachesEdit
The coastal engineering for the shoreline protection involves:
- Soft engineering: Beach nourishment is a type of soft approach. it gained popularity because it preserved beach resources and avoided the negative effects of hard structures. Instead, nourishment creates a “soft” (i.e., non-permanent) structure by creating a larger sand reservoir, pushing the shoreline seaward.
- Hard engineering: Beach evolution and beach accretion can be facilitated by the four main type of hard engineering structures in coastal engineering are, namely seawall, revetment, groyne or breakwater. Most commonly used hard structures are seawall and series of "headland breakwater" (breakwater connected to the shore with groyne).
- Managed retreat, the shoreline is left to erode, while relocating buildings and infrastructure further inland.
Beach nourishment approachEdit
- Widens the beach.
- Protects structures behind beach.
- Storm protection.
- Increases land value of nearby properties.
- Economic growth through tourism and recreation.
- Can serve as additional habitat for a number of species.
- Beach nourishment is the only practical environmentally friendly approach to address erosional pressure.
- Encourages new vegetation growth that helps stabilize tidal flats.
- Added sand may erode, because of storms or lack of up-drift sand sources.
- Expensive and requires repeated application.
- Restricted access during nourishment.
- Destroy/bury marine life.
- Difficulty finding sufficiently similar materials.
Nourishment is typically a repetitive process, since nourishment mitigates the effects of erosion, but does not remove the causes. A benign environment increases the interval between nourishment projects, reducing costs. Conversely, high erosion rates may render nourishment financially impractical.
In many coastal areas, the economic impacts of a wide beach can be substantial. Since 1923, the U.S. has spent $9 billion to rebuild beaches. One of the most notable example is the 10 miles (16 km)–long shoreline fronting Miami Beach, Florida, which was replenished over the period 1976–1981. The project cost approximately $64,000,000 and revitalized the area's economy. Prior to nourishment, in many places the beach was too narrow to walk along, especially during high tide.
Storm damage reductionEdit
A wide beach is a good energy absorber, which is significant in low-lying areas where severe storms can impact upland structures. The effectiveness of wide beaches in reducing structural damage has been proven by field studies conducted after storms and through the application of accepted coastal engineering principles.
Beach nourishment has significant impacts on local ecosystems. Nourishment may cause direct mortality to sessile organisms in the target area by burying them under the new sand. Seafloor habitat in both source and target areas are disrupted, e.g. when sand is deposited on coral reefs or when deposited sand hardens. Imported sand may differ in character (chemical makeup, grain size, non-native species) from that of the target environment. Light availability may be reduced, affecting nearby reefs and submerged aquatic vegetation. Imported sand may contain material toxic to local species. Removing material from near-shore environments may destabilize the shoreline, in part by steepening its submerged slope. Related attempts to reduce future erosion may provide a false sense of security that increases development pressure.
Newly deposited sand can harden and complicate nest-digging for turtles. However, nourishment can provide more/better habitat for them, as well as for sea birds and beach flora. Florida addressed the concern that dredge pipes would suck turtles into the pumps by adding a special grill to the dredge pipes.
The selection of suitable material for a particular project depends upon the design needs, environmental factors and transport costs, considering both short and long-term implications.
The most important material characteristic is the sediment grain size, which must closely match the native material. Excess silt and clay fraction (mud) versus the natural turbidity in the nourishment area disqualifies some materials. Projects with unmatched grain sizes performed relatively poorly. Nourishment sand that is only slightly smaller than native sand can result in significantly narrower equilibrated dry beach widths compared to sand the same size as (or larger than) native sand. Evaluating material fit requires a sand survey that usually includes geophysical profiles and surface and core samples.
|Offshore||Exposure to open sea makes this the most difficult operational environment. Must consider the effects of altering depth on wave energy at the shoreline. May be combined with a navigation project.||Impacts on hard bottom and migratory species.|
|Inlet||Sand between jetties in a stabilized inlet. Often associated with dredging of navigational channels and the ebb- or flood-tide deltas of both natural and jettied inlets.|
|Accretionary Beach||Generally not suitable because of damage to source beach.|
|Upland||Generally the easiest to obtain permits and assess impacts from a land source. Offers opportunities for mitigation. Limited quantity and quality of economical deposits.||Potential secondary impacts from mining and overland transport.|
|Riverine||Potentially high quality and sizeable quantity. Transport distance a possible cost factor.||May interrupt natural coastal sand supply.|
|Lagoon||Often excessively fine grained. Often close to barrier beaches and in sheltered waters, easing construction. Principal sources are flood-tide deltas.||Can compromise wetlands.|
|Artificial or non-indigenous||Typically, high transport and redistribution costs. Some laboratory experiments done on recycling broken glass. Aragonite from Bahamas a possible source.|
|Emergency||Deposits near inlets and local sinks and sand from stable beaches with adequate supply. Generally used only following a storm or given no other affordable option. May be combined with a navigation project.||Harm to source site. Poor match to target requirements.|
Some beaches were nourished using a finer sand than the original. Thermoluminescence monitoring reveals that storms can erode such beaches far more quickly. This was observed at a Waikiki nourishment project in Hawaii.
Beach Profile Nourishment describes programs that nourish the full beach profile. In this instance, "profile" means the slope of the uneroded beach from above the water out to sea. The Gold Coast profile nourishment program placed 75% of its total sand volume below low water level. Some coastal authorities overnourish the below water beach (aka "nearshore nourishment") so that over time the natural beach increases in size. These approaches do not permanently protect beaches eroded by human activity, which requires that activity to be mitigated.
Project impact measurementsEdit
Nourishment projects usually involve physical, environmental and economic objectives.
Typical physical measures include dry beach width/height, post-storm sand volume, post-storm damage avoidance assessments and aqueous sand volume.
Environmental measures include marine life distribution, habitat and population counts.
Economic impacts include recreation, tourism, flood and "disaster" prevention.
Many nourishment projects are advocated via economic impact studies that rely on additional tourist expenditure. This approach is however unsatisfactory. First, nothing proves that these expenditures are incremental (they could shift expenditures from other nearby areas). Second, economic impact does not account for costs and benefits for all economic agents, as cost benefit analysis does. Techniques for incorporating nourishment projects into flood insurance costs and disaster assistance remain controversial.
The performance of a beach nourishment project is most predictable for a long, straight shoreline without the complications of inlets or engineered structures. In addition, predictability is better for overall performance, e.g., average shoreline change, rather than shoreline change at a specific location.
Other shoreline protection approachesEdit
Nourishment is not the only technique used to address eroding beaches. Others can be used singly or in combination with nourishment, driven by economic, environmental and political considerations.
Human activities such as dam construction can interfere with natural sediment flows (thereby reducing riverine sediment sources.) Construction of littoral barriers such as jetties and deepening of inlets can prevent longshore sediment transport.
Hard engineering or structural approachEdit
The structural approach attempts to prevent erosion. Armoring involves building revetments, seawalls, detached breakwaters, groins, etc. Structures that run parallel to the shore (seawalls or revetments) prevent erosion. While this protects structures, it doesn't protect the beach that is outside the wall. The beach generally disappears over a period that ranges from months to decades.
Groynes and breakwaters that run perpendicular to the shore protect it from erosion. Filling a breakwater with imported sand can stop the breakwater from trapping sand from the littoral stream (the ocean running along the shore.) Otherwise the breakwater may deprive downstream beaches of sand and accelerate erosion there.
Armoring may restrict beach/ocean access, enhance erosion of adjacent shorelines, and requires long-term maintenance.
Managed retreat moves structures and other infrastructure inland as the shoreline erodes. Retreat is more often chosen in areas of rapid erosion and in the presence of little or obsolete development.
Soft engineering approachesEdit
All beaches grow and shrink depending on tides, precipitation, wind, waves and current. Wet beaches tend to lose sand. Waves infiltrate dry beaches easily and deposit sandy sediment. Generally a beach is wet during falling tide, because the sea sinks faster than the beach drains. As a result, most erosion happens during falling tide. Beach drainage (beach dewatering) using Pressure Equalizing Modules (PEMs) allow the beach to drain more effectively during falling tide. Fewer hours of wet beach translate to less erosion. Permeable PEM tubes inserted vertically into the foreshore connect the different layers of groundwater. The groundwater enters the PEM tube allowing gravity to conduct it to a coarser sand layer, where it can drain more quickly. The PEM modules are placed in a row from the dune to the mean low waterline. Distance between rows is typically 300 feet (91 m) but this is project-specific. PEM systems come in different sizes. Modules connect layers with varying hydraulic conductivity. Air/water can enter and equalize pressure.
PEMs are minimally invasive, typically covering approximately 0.00005% of the beach. The tubes are below the beach surface, with no visible presence. PEM installations have been installed on beaches in Denmark, Sweden, Malaysia and Florida. The effectiveness of beach dewatering has not been proven convincingly on life-sized beaches, in particular for the sand beach case. Dewatering systems have been shown to lower very significantly the watertable but other morphodynamical effects generally overpower any stabilizing effect of dewatering for fine sediments, although some mixed results on upper beach accretion associated to erosion in middle and lower have been reported. This is in line with the current knowledge of swash-groundwater sediment dynamics which states that the effects of in/exfiltration flows through sand beds in the swash zone associated to modification of swash boundary layer and relative weight of the sediment and overall volume loss of the swash tongue are generally lower than other drivers, at least for fine sediments such as sand 
Appropriately constructed and sited fences can capture blowing sand, building/restoring sand dunes, and progressively protecting the beach from the wind, and the shore from blowing sand.
This section needs additional citations for verification. (February 2017)
The setting of a beach nourishment project is key to design and potential performance. Possible settings include a long straight beach, an inlet that may be either natural or modified and a pocket beach. Rocky or seawalled shorelines, that otherwise have no sediment, present unique problems.
Hurricane Wilma hit the beaches of Cancun and the Riviera Maya in 2005. The initial nourishment project was unsuccessful at a cost of $19 million, leading to a second round that began in September 2009 and was scheduled to complete in early 2010 with a cost of $70 million. The project designers and the government committed to invest in beach maintenance to address future erosion. Project designers considered factors such as the time of year and sand characteristics such as density. Restoration in Cancun was expected to deliver 1.3 billion US gallons (4,900,000 m3) of sand to replenish 450 meters (1,480 ft) of coastline.
Northern Gold Coast, Queensland, AustraliaEdit
Gold Coast beaches in Queensland, Australia have experienced periods of severe erosion. In 1967 a series of 11 cyclones removed most of the sand from Gold Coast beaches. The Government of Queensland engaged engineers from Delft University in the Netherlands to advise them. The 1971 Delft Report outlined a series of works for Gold Coast Beaches, including beach nourishment and an artificial reef. By 2005 most of the recommendations had been implemented.
The Northern Gold Coast Beach Protection Strategy (NGCBPS) was an A$10 million investment. NGCBPS was implemented between 1992 and 1999 and the works were completed between 1999 and 2003. The project included dredging 3,500,000 cubic metres (4,600,000 cu yd) of compatible sand from the Gold Coast Broadwater and delivering it through a pipeline to nourish 5 kilometers (3.1 mi) of beach between Surfers Paradise and Main Beach. The new sand was stabilized by an artificial reef constructed at Narrowneck out of huge geotextile sand bags. The new reef was designed to improve wave conditions for surfing. A key monitoring program for the NGCBPS is the ARGUS coastal camera system.
More than one-quarter of the Netherlands is below sea level and about 81% of the coast consists of sand dune or beach. The shoreline is closely monitored by yearly recording of the cross section at points 250 meters (820 ft) apart, to ensure adequate protection. Where long-term erosion is identified, beach nourishment using high-capacity suction dredgers is deployed. In 1990 the Dutch government has decided to compensate in principal all coastal erosion by nourishment. This policy is still ongoing and successful. All costs are covered by the National Budget.
A novel beach nourishment strategy was implemented in South Holland, where a new beach form was created using vast quantities of sand with the expectation that the sand would be distributed by natural processes to nourish the beach over many years (see Sand engine).
Hawaii planned to replenish Waikiki beach in 2010. Budgeted at $2.5 million, the project covered 1,700 feet (520 m) in an attempt to return the beach to its 1985 width. Prior opponents supported this project, because the sand was to come from nearby shoals, reopening a blocked channel and leaving the overall local sand volume unchanged, while closely matching the "new" sand to existing materials. The project planned to apply up to 24,000 cubic yards (18,000 m3) of sand from deposits located 1,500 to 3,000 feet (460 to 910 m) offshore at a depth of 10 to 20 feet (3.0 to 6.1 m). The project was larger than the prior recycling effort in 2006-07, which moved 10,000 cubic yards (7,600 m3).
Maui, Hawaii illustrated the complexities of even small-scale nourishment projects. A project at Sugar Cove transported upland sand to the beach. The sand allegedly was finer than the original sand and contained excess silt that enveloped coral, smothering it and killing the small animals that lived in and around it. As in other projects, on-shore sand availability was limited, forcing consideration of more expensive offshore sources.
A second project, along Stable Road, that attempted to slow rather than halt erosion, was stopped halfway toward its goal of adding 10,000 cubic yards (7,600 m3) of sand. The beaches had been retreating at a "comparatively fast rate" for half a century. The restoration was complicated by the presence of old seawalls, groins, piles of rocks and other structures.
This project used sand-filled geotextile tube groins that were originally to remain in place for up to 3 years. A pipe was to transport sand from deeper water to the beach. The pipe was anchored by concrete blocks attached by fibre straps. A video showed the blocks bouncing off the coral in the current, killing whatever they touched. In places the straps broke, allowing the pipe to move across the reef, "planing it down". Bad weather exacerbated the damaging movement and killed the project. The smooth, cylindrical geotextile tubes could be difficult to climb over before they were covered by sand.
Supporters claimed that 2010's seasonal summer erosion was less than in prior years, although the beach was narrower after the restoration ended than in 2008. Authorities were studying whether to require the project to remove the groins immediately. Potential alternatives to geotextile tubes for moving sand included floating dredges and/or trucking in sand dredged offshore.
A final consideration was sea level rise and that Maui was sinking under its own weight. Both Maui and Hawaii Island surround massive mountains (Haleakala, Mauna Loa, and Mauna Kea) and were expanding a giant dimple in the ocean floor, some 30,000 feet (9,100 m) below the mountain summits.
Southern Shores - the estimated costs for the Southern Shores project was approximately $950,000 and was completed in 2017. There is a proposed additional project to widen the beaches in 2022 with an estimated cost of between $9 million and $13.5 million.
Kill Devil Hills - the beach nourishment project was completed in 2017.
Upcoming Projects - the towns of Duck, Southern Shores, Kitty Hawk and Kill Devil Hills have secured a contract with Coastal Protection Engineering for tentative re-nourishment projects scheduled for 2022.
90 PEMs were Installed in February 2008 at Hillsboro Beach. After 18 months the beach had expanded significantly. Most of the PEMs were removed in 2011. Beach volume expanded by 38,500 cubic yards over 3 years compared to an average annual loss of 21,000.
- Beach erosion and accretion
- Integrated coastal zone management
- "Gold Coast Beach Nourishment Project". Queensland government. Retrieved 24 January 2018.
- U.S. Supreme Court Case Stop the Beach Renourishment v. Florida Department of Environmental Protection refers to the practice as beach renourishment rather than beach nourishment.
- Farley, P.P. (1923). "Coney Island public beach and boardwalk improvements. Paper 136". The Municipal Engineers Journal. 9 (4).
- Dornhelm, Rachel (Summer 2004). "Beach Master". Invention & Technology Magazine. 20 (1). Retrieved 2010-07-04.[permanent dead link]
- Farley, P.P. 1923. Coney Island public beach and boardwalk improvements. Paper 136. The Municipal Engineers Journal 9(4).
- [dead link]
- Smith, M. D.; Slott, J. M.; McNamara, D.; Murray, A. B. (2009). "Beach nourishment as a dynamic capital accumulation problem". Journal of Environmental Economics and Management. 58 (1): 58–71. doi:10.1016/j.jeem.2008.07.011. ISSN 0095-0696.
- de Schipper, M. A.; de Vries, S.; Ruessink, G.; de Zeeuw, R. C.; Rutten, J.; van Gelder-Maas, C.; Stive, M. J. (2016). "Initial spreading of a mega feeder nourishment: Observations of the Sand Engine pilot project". Coastal Engineering. 111: 23–38. doi:10.1016/j.coastaleng.2015.10.011.
- Central and Western Planning Areas, Gulf of Mexico Sales 147 and 150 [TX, LA, MS, AL]: Environmental Impact Statement. 1993.
- Ells, Kenneth; Murray, A. Brad (2012-10-16). "Long-term, non-local coastline responses to local shoreline stabilization". Geophysical Research Letters. 39 (19): L19401. Bibcode:2012GeoRL..3919401E. doi:10.1029/2012GL052627. ISSN 1944-8007.
- Basco, David; Bellomo, Douglas; Hazelton, John; Jones, Bryan (1997). "The influence of seawalls on subaerial beach volumes with receding shorelines". Coastal Engineering. 30 (3–4): 203–233. doi:10.1016/S0378-3839(96)00044-0.
- "Beach Nourishment: Benefits, Theory and Case Examples". SpringerLink. Retrieved November 20, 2020.
- Miller, Brandon (December 9, 2018). "20 Beach Renourishment Pros and Cons". GreenGarage. Retrieved November 20, 2020.
- Beach Nourishment and Protection
- Dean, Robert G.; Davis, Richard A. & Erickson, Karyn M. "Beach Nourishment - Coastal Geology - Beach Nourishment: A Guide for Local Government Officials - Beach Nourishment with Emphasis on Geological Characteristics Affecting Project Performance". NOAA Coastal Services Center. Archived from the original on 2010-05-30. Retrieved 2010-07-04.
- Lisa Song, Al Shaw (2018-09-27). ""A Never-Ending Commitment": The High Cost of Preserving Vulnerable Beaches". ProPublica. Retrieved 2019-11-16.
- Armstrong, Scott B.; Lazarus, Eli D.; Limber, Patrick W.; Goldstein, Evan B.; Thorpe, Curtis; Ballinger, Rhoda C. (2016-12-01). "Indications of a positive feedback between coastal development and beach nourishment". Earth's Future. 4 (12): 626–635. Bibcode:2016EaFut...4..626A. doi:10.1002/2016EF000425. ISSN 2328-4277.
- "Archived copy". Archived from the original on 2011-06-29. Retrieved 2010-12-21.CS1 maint: archived copy as title (link)
- National Research Council (1995). Beach Nourishment and Protection (Report). Washington, D.C.: National Academy press. pp. 97–99, Table 4-2.
- Waikiki replenishment[permanent dead link]
- Massiani, Jérôme (2013). "How to Value the Benefits of a Recreational Area? A Cost-Benefit Analysis of the Conversion of a Brownfield to a Public Beach in Muggia (Italy)". Review of Economic Analysis. 5 (1): 86–102. hdl:10278/31672.
- National Research Council, 1995. Beach Nourishment and Protection. National Academy Press, Washington, D.C., 334 p. pg. 4, 94., Figure 4-6.
- Christiansen, Kenneth F (2016-02-15). "Passive dewatering, a soft way to extend the life of beach renourishments" (PDF). Florida Shore and Beach Preservation Association. Retrieved 2019-11-16.
- Pilkey, edited by J. Andrew G. Cooper, Orrin H.; Cooper, J. Andrew G. (2012). ""Alternative" Shoreline Erosion Control Devices: A Review". Pitfalls of Shoreline Stabilization Selected Case Studies. Coastal Research Library. 3. Dordrecht: Springer Verlag. pp. 187–214. doi:10.1007/978-94-007-4123-2_12. ISBN 978-94-007-4122-5.CS1 maint: extra text: authors list (link)
- Oh, Tae-Myoung; Dean, Robert G. (1992). "Beach face dynamics as affected by ground water table elevations". aquaticcommons.org. Retrieved 2019-05-23.
- Turner, Ian L.; Leatherman, Stephen P. (1997). "Beach Dewatering as a 'Soft' Engineering Solution to Coastal Erosion: A History and Critical Review". Journal of Coastal Research. 13 (4): 1050–1063. ISSN 0749-0208. JSTOR 4298714.
- Nielsen, Peter; Hibbert, Kevin; Hanslow, David J.; Davis, Greg A. (1992-01-29). "Gravity Drainage: A New Method of Beach Stabilisation Through Drainage of the Watertable". Coastal Engineering Proceedings. 1 (23): 1129–1141. doi:10.1061/9780872629332.085. ISBN 9780872629332.
- Bowman, Dan; Ferri, Serena; Pranzini, Enzo (2007-11-01). "Efficacy of beach dewatering — Alassio, Italy". Coastal Engineering. 54 (11): 791–800. doi:10.1016/j.coastaleng.2007.05.014. hdl:2158/220163. ISSN 0378-3839.
- Bain, Olivier; Toulec, Renaud; Combaud, Anne; Villemagne, Guillaume; Barrier, Pascal (2016-07-01). "Five years of beach drainage survey on a macrotidal beach (Quend-Plage, northern France)". Comptes Rendus Geoscience. Coastal sediment dynamics. 348 (6): 411–421. Bibcode:2016CRGeo.348..411B. doi:10.1016/j.crte.2016.04.003. ISSN 1631-0713.
- Turner, Ian L.; Masselink, Gerhard (1998). "Swash infiltration-exfiltration and sediment transport". Journal of Geophysical Research: Oceans. 103 (C13): 30813–30824. Bibcode:1998JGR...10330813T. doi:10.1029/98JC02606. ISSN 2156-2202.
- Butt, Tony; Russell, Paul; Turner, Ian (2001-01-01). "The influence of swash infiltration–exfiltration on beach face sediment transport: onshore or offshore?". Coastal Engineering. 42 (1): 35–52. doi:10.1016/S0378-3839(00)00046-6. ISSN 0378-3839.
- "Beach erosion in the tourist resort of Cancún, Mexico | Geo-Mexico, the geography of Mexico". Geo-Mexico. Geo-Mexico. Retrieved 15 January 2020.
- "Dutch Water Facts". Holland.com. 31 May 2011. Retrieved 15 January 2020.
- Pilarczyk, K. W.; Zeidler, Ryszard (1996). "Dutch case studies". Offshore breakwaters and shore evolution control. London: Taylor and Francis. p. 505. ISBN 978-90-5410-627-2.
- French, Peter W (2001). "The importance of dunes in the protection of the Dutch coastline". Coastal defences. London: Routledge. p. 220. ISBN 978-0-415-19845-5.
- "The Netherlands". Encyclopædia Britannica. Retrieved 2009-06-09.
more than one-fourth of the total area of the country actually lies below sea level
- Kubota, Gary T. (June 30, 2010). "Beach to be rebuilt with recovered sand". Hawaii Star-Advertiser.
- EAGAR, HARRY (July 25, 2010). "Sand replenishment effort runs aground". Maui, Hi.: Maui News.
- Mawae, Kamuela (5 June 2010). "Maui Reef Taking a Pounding From Sand Dredging Project" – via YouTube.
- "Beach Nourishment On The Outer Banks, NC". Carolina Designs Realty. Carolina Designs Realty. Retrieved 15 January 2020.
- "Beach Nourishment FAQ's". Town of Duck, North Carolina. Town of Duck, North Carolina. Retrieved 15 January 2020.
- "County to pay up to $500K for Southern Shores nourishment". The Outer Banks Voice. The Outer Banks Voice. 9 February 2017. Retrieved 15 January 2020.
- "Widening Southern Shores beach to cost at least $9 million". The Outer Banks Voice. The Outer Banks Voice. 31 January 2019. Retrieved 15 January 2020.
- "Outer Banks Beach Nourishment 2017 - OBX Beach Access..." OBX Beach Access. OBX Beach Access. Retrieved 15 January 2020.
- "2011 Nourishment". Town Of Nags Head. Town Of Nags Head. Retrieved 15 January 2020.
- "Financing | Nags Head, NC". Town Of Nags Head. Town Of Nags Head. Retrieved 15 January 2020.
- "Beach Nourishment On The Outer Banks, NC". Carolina Designs. Carolina Designs Realty & Vacation Rentals. Retrieved 21 January 2021.
- Christensen, Kenneth W.; Nettles, Sandy; Gable, Frank J. (February 6, 2015). "Passive Dewatering - A soft way to extend the life of beach nourishments" (PDF). fsbpa.com. Retrieved 2019-11-16.
- "Sun特搜：泳灘「愚公移沙」康文署倒錢落海 - 太陽報". the-sun.on.cc.
- Beach nourishment /NOAA and NOS / Main Page
- Beach Nourishment with Emphasis on Geological Characteristics Affecting Project Performance
- ARGUS Beach Nourishment Monitoring Program at the University of New South Wales
- USGS assessments and mapping of sand and gravel resources in U.S. offshore environments
- Beach nourishment, Coastal Care.org
- "BBC - GCSE Bitesize: Management strategies". Retrieved 2017-02-21.