- Shoreline Armoring
- Elevate Land
- Hybrid Shore Protection
- Consequences of Protection
- Planning Maps
Shore Protection and Retreat: Shoreline Armoring
U.S. Global Change Research Program
Other EPA-sponsored Climate Change Science Program Synthesis and Assessment Reports
- SAP 4.4: Preliminary Review of Adaptation Options for Climate-Sensitive Ecosystems and Resources
- SAP 4.6: Analyses of the Effects of Global Change on Human Health and Welfare and Human Systems
Shore Protection and Retreat by James G. Titus and Michael Craghan (2009), which was chapter 6 of the Bush Administration's
published sea level rise assessment, entitled Coastal Sensitivity to Sea Level Rise
Outline of the Chapter
- 6.1 Techniques for Shore Protection and Retreat
- 6.1.1 Shore Protection
- 6.1.2 Retreat
- 6.1.3 Combinations of Shore Protection and Retreat
- 6.2: What factors influence the decision whether to protect or retreat?
- 6.3: What are the environmental consequences of retreat and shore protection?
- 6.4: What are the societal consequences of retreat and shore protection?
- 6.4: How sustainable are retreat and shore protection?
188.8.131.52 Shoreline Armoring
Shoreline armoring involves the use of structures to keep the shoreline in a fixed position or to prevent flooding when water levels are higher than the land. Although that term is often synonymous with “shoreline hardening”, some structures are comprised of relatively soft material, such as earth and sand.
Keeping the shoreline in a fixed position
Seawalls are impermeable barriers designed to withstand the strongest storm waves and to prevent overtopping during a storm. During calm periods, their seaward side may either be landward of a beach or in the water. Seawalls are often used along important transportation routes such as highways or railroads (Figure 6.1a).
Bulkheads are vertical walls designed to prevent the land from slumping toward the water (Figure 6.1b). They must resist waves and currents to accomplish their design intent, but unlike seawalls, they are not designed to withstand severe storms. They are usually found along estuarine shores where waves have less energy, particularly in marinas and other places where boats are docked, and residential areas where homeowners prefer a tidy shoreline. Bulkheads hold soils in place, but they do not normally extend high enough to keep out foreseeable floods. Like seawalls, their seaward sides may be inland of a beach (or marsh) or in the water.
Retaining structures include several types of structures that serve as a compromise between a seawall and a bulkhead. They are often placed at the rear of beaches and are unseen. Sometimes they are sheet piles driven downward into the sand; sometimes they are long, cylindrical, sand-filled “geo-tubes” (Figure 6.2). Retaining structures are often concealed as the buried core of an artificial sand dune. Like seawalls, they are intended to be a final line of defense against waves after a beach erodes during a storm; but they can not survive wave attack for long.
Revetments are walls whose sea side follows a slope. Like the beach they replace, their slope makes them more effective at dissipating the energy of storm waves than bulkheads and seawalls. As a result, revetments are less likely than bulkheads and seawalls to cause the beach immediately seaward to erode (USACE, 1995), which makes them less likely to fail during a storm (Basco, 2003; USACE, 1995). Some revetments are smooth walls (Figure 6.3b), while others have a very rough appearance (Figure 6.3a).
Protecting Against Flooding or Permanent Inundation
Dikes are high, impermeable earthen walls designed to keep the area behind them dry. They can be set back from the shoreline if the area to be protected is a distance inland and usually require an interior drainage system. Land below mean low water requires a pumping system to remove rainwater and any water that seeps through the ground below the dike. Land whose elevation is between low and high tide can be drained at low tide, except during storms (Figure 6.4a).
Dunes are accumulations of windblown sand and other materials which function as a temporary barrier against wave runup and overwash (Figure 6.4b, see also Section 184.108.40.206).
Tide gates are barriers across small creeks or drainage ditches. By opening during low tides and closing during high tides, they enable a low-lying area above mean low water to drain without the use of pumps (Figure 6.5).
Storm surge barriers are similar to tide gates, except that they close only during storms rather than during high tides, and they are usually much larger, closing off an entire river or inlet. The barrier in Providence, Rhode Island (Figure 6.6) has gates that are lowered during a storm; the Thames River Barrier in London, by contrast, has a submerged barrier, which allows tall ships to pass. As sea level rises and storm surges become higher (see Chapter 9), these barriers must be closed more frequently. The gates in Providence, Rhode Island (Figure 6.6), for example, are currently closed an average of 19 days per year (NOAA Coastal Services Center, 2008).
Figure 6.5 The tide gate at the mouth of Army Creek on the Delaware side of the Delaware River. The tide gate drains flood and rain water out of the creek to prevent flooding. The five circular mechanisms on the gate open and close to control water flow [Photo source: courtesy NOAA Photo Library].
- For previous reports focused on the implications of rising sea level, go to More Sea Level Rise Reports.