Design Criteria

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Artists’ Design Criteria for ReefLine Sculptures and Modules.

Prepared by Colin Foord and Cummins Cederberg, Inc.
August 2020, ver2

1.0 Acceptable Materials

  • Concrete/cement

  • Limestone/natural rock

  • Prefabricated artificial reef modules

  • Heavy Gauge Steel with a minimum ¼” diameter 

    • Steel is not encouraged as an exterior material, but could be used to strengthen the interior of the sculpture in combination with cement (i.e. rebar)

    • Must minimize exposed rebar or other protruding steel components

    • Mixture of concrete and steel can be used

  • Material free of pollutants and debris (hydrocarbons, petroleum, soil, oil, greases, litter, etc.)

  • No “white goods”, asphalt, or tires

 

2.0 Other Design Criteria to Consider

  • Weight

    • Bottom heavy - It is important to design the center of gravity low in the sculpture to prevent it from being knocked over by storms and wave energy. Need to minimize potential movement/tipping

    • Conscious of potential movement/rocking if stacking relative to damage

    • Must weigh 500+ lbs., must consider density of material (i.e. 500lb 3ft structure is better than 500lb 6ft structure)

  • Nook and Crannies

    • The more small holes and places to hide for small creatures and fish, the more life the sculpture/module will attract. Bonus if the holes open into small caves

    • Try to keep smooth surface area to a minimum as it provides suboptimal area for coral/invertebrate settlement

    • Holes ½”-2” in diameter made purposefully on the exterior of the sculpture/module will make coral transplantation easier and more secure

  • Open Spaces

    • It is important not to make the sculpture too delicate/brittle if it is too porous, as this could result in a sculpture/module that is easily damaged during deployment or subsequently from erosion over time.

    • Open-bottom modules must include a top opening large enough to allow a turtle to escape, for example:

      • Three-sided modules where each side of the tope opening is at least 36-in in length along its edge.

      • Four or more sided modules where each side of the top opening is at least 40-in in length along its edge.

      • Modules with a round opening with a diameter of at least 40-in (oval openings are not allowed unless a 40-in diameter circle space can fit within the oval).

  • Platform/Pedestal

    • For some sculptures that are taller than they are wide, it may be necessary to attach it to a wide bottom-heavy pedestal or platform to ensure it won’t be knocked over by storm surge and to prevent rotation or uneven settlement (tilting)

    • Ideally the sculpture can be securely attached to a cement pedestal before deployment on the barge so that it can be deployed in one piece. Use of rebar and/or threaded stainless steel rods is possible to ensure secure attachment.

    • Attaching a sculpture to a pedestal in-situ underwater is not recommended

    • Sculptures that require multiple components that need to be put together underwater in a very specific fashion are strongly discouraged 

  • Height of sculpture – Project specific maximum height limitations will be provided soon.

    • Adequate room for navigation

    • The material shall be placed so that the top of the reef does not exceed 1/2 the distance from the bottom to the surface of the water unless a greater distance from the surface is required for safe navigation.

    • At no time can the distance between the top of the reef and surface of the water be <6ft

  • Anchoring

    • Must be able to be firmly anchored to the bottom - Cummins Cederberg to assist in design of anchoring system

    • Consider making the base thick enough so that they can incorporate some sort of U-bolt to attach a shackle could prove useful

 

3.0 Manufacturing Considerations

  • Sculptures and modules should be designed to be deployed from a barge via a crane

    • The use of stainless steel eye-hooks embedded in the sculpture/module will help make deployment safe, easy, and relatively quick

    • Try to avoid thin/narrow areas in the sculpture that might break during deployment, handling, or by strong storm surge and erosion over time

  • Artificial reef structures can be made from the following methods:

    • Use of molds for cement

Pros

·   Cheap (use of donated cement from a factory is possible)

·   Ideal for repeatable artificial reef module shapes

Cons:

·   Smooth surface texture

·   Difficult to create complex nooks and crannies for marinelife colonization

·   Freeform Cement

Pros:

·   Offers one-of-a-kind handmade artistic expression

·   Offers best ability to create surface texture, holes, and interior negative space

Cons:

·   Labor intensive

·   Carved Oolitic Limestone/Keystone

Pros:

·   Chemically identical to Miami’s bedrock and fossil reef geology

·   Naturally porous with nooks and crannies for marine life colonization

Cons:

·   Relatively brittle compared to concrete

·   Obtaining large blocks to work with is a logistical challenge

·   Labor intensive

·   3D printed Concrete

Pros:

·   Easy to create a lot of interior open space, nooks, and surface texture

·   Ability to create unique designs that are otherwise difficult to make via moulds or carving

·   Demonstrates cutting edge technology for artificial reef design

·   Ability to create repeatable cloned modules with a push of a button 

·   Artist can create designs with 3D software and never has to touch the final product

·   Futuristic, media-bait to be written about

Cons:

·   Printer (madco3d.com) located in NH, requires long distance transport

·   Printing/transport costs

 

 4.0 Resources

Atlantic and Gulf States Marine Fisheries Commissions (2004). Guidelines for Marine Artificial Reef Materials, 2nd Edition. https://www.gsmfc.org/pubs/SFRP/Guidelines_for_Marine_Artificial_Reef_Materials_January_2004.pdf

Southeast Florida Coral Reef Initiative (SEFCRI) (2011). Guidelines and Management Practices for Artificial Reef Siting, Use, Construction, and Anchoring in Southeast Florida. https://floridadep.gov/sites/default/files/MICCI-18-19.pdf

 

Chapter 62-330.600, Florida Administrative Code (F.A.C.). General Permit for the Construction of Artificial Reefs. October 1, 2013.

 

U.S. Army Corps of Engineers Jacksonville District’s Programmatic Biological Opinion (JAXBO). November 20, 2017. http://cdm16021.contentdm.oclc.org/utils/getfile/collection/p16021coll3/id/577