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1) Design of the Rod SET (RSET) |
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Design of the Rod SET |
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We have developed a type of SET called a Rod Surface Elevation Table (RSET). The RSET works on the same principle as the Surface Elevation Table (Cahoon et al. 2002b) but permits the determination of elevation change occurring over different portions of the sediment profile because it can be attached to bench marks that are driven to both deeper and shallower depths than the SET. |
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Cahoon and others have demonstrated that subsurface processes can exert significant influence over sediment elevation in many wetland systems (Cahoon et al. 1995; Cahoon et al. 1999, Cahoon et al. 2000). The question arises as to whether sediment elevation in a given wetland is controlled by a biological, hydrological, or geological process. One approach to determining which process is driving sediment elevation is to quantify elevation change over different portions of the sediment profile (e.g., the root zone versus the entire profile between the sediment surface and base of the bench mark). Unfortunately, the original SET design does not lend itself well to measuring elevation change over depths of the sediment profile typically less than 1 m or greater than 10 m. The 3" aluminum bench mark pipes to which the original SET is attached generally preclude going much deeper than 10 m, both because of surface resistance provided by the pipe and by the length of pipe which can be practically handled in the field. Use of thin-walled aluminum pipe for shallow bench marks is also precluded for two reasons. First, the weight of the original SET (about 15 LB, 6.5 kg) will cause a shallow bench mark pipe to sink in unconsolidated sediments. Secondly, the SET is not balanced because the center of gravity is located over the horizontal arm. Hence, the SET would cause a bench mark shallowly embedded in unconsolidated sediments to lean away from the vertical and become unstable. |
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Components of the Rod SET | ||||||||||||||||||||||||||||||||||||||||||||
Instrument: The RSET is smaller and lighter than the original SET (about 6.5 LB, 3.0 kg) and is designed to couple with a benchmark. The device is constructed out of aluminum and stainless steel and measures about 40" (1m) in length. The RSET couples with a Stainless Steel collar and provides up to 8 sampling positions. The instrument is only attached during sampling and then is removed. NOTE: If you are using the newer design benchmarks, there will also be an 8 hole "Insert Collar" which stays in the case with the RSET (see below for details). |
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Pins - Like the original SET, the RSET uses 9 fiberglass pins (3/16" diameter) for measuring the distance to the marsh surface. Pins are typically 2.5 - 3.0 ft in length though other lengths can be used depending on the setup. Badge clips are used to hold the pins in position after they are placed. Carrying Case - The SET is only used when taking readings so it's important to have a good carrying case to keep the instrument from getting damaged. Since the RSET is much smaller than the original SET, it can easily fit into any standard 4' gun case ranging in cost from $10-$75. |
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Components of the Deep Benchmark | ||||||||||||||||||||||||||||||||||||||||||||
Stainless Steel Rods - The RSET is designed to attach to a benchmark driven into the marsh (or other substrate). We typically use 9/16" (15 mm) diameter stainless steel sectional rods to establish the deep benchmark. Each rod is 4 ft (1.2 m) in length and threaded at both ends. A bench mark is established by driving a rod into the substrate and adding rod sections until it cannot be driven any deeper. In a given wetland, the rod benchmarks can typically be driven deeper than the SET pipe bench marks because the 9/16" (15 mm) diameter rods encounter less resistance. Recent
Modifications: 1) high public access and/or high incidents of theft
and vandalism. We have had incidences where the top section of rod was unscrewed and removed, along with the collar and cement which anchored it in place. This is partly due to the visible nature of the collar and rod which can extend 1-3 feet above the marsh surface. The height and exposed nature of the benchmark and collar has also raised concerns in tidal areas where ice rafting in the winter could damage the benchmark or alter sediment deposition. Changes were made to eliminate the possibility of unscrewing the sectional rods and to decrease the visibility and vertical height of the SET benchmark. The intent of these modifications was to improve the long-term stability and security of the benchmark that is established. These changes do not alter the operation of the SET and how the measurements are taken. The major changes are involved in the installation of the benchmark rods and the mechanics of how the SET attaches to this benchmark. This is the design we are currently using for all new installations. It is more expensive but leads to a much more secure sampling station. Stainless Steel Rods
- The newer setup uses the same 9/16" rods as described above. The
rods are driven to depth as usual the only difference being that the rod
is cut at or near the surface with bolt cutters when finished. The benchmark
rod does not stick up above the surface.
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Components of the Shallow Benchmark | ||||||||||||||||||||||||||||||||||||||||||||
Platform and Collar: The shallow platform is custom built out of aluminum. The newer design described below is built to accept the "insert collar", removing the need to attach a collar to the benchmark. The platform is approximately 18" x 18" in size weighs about 4.0 lbs. The RSET is attached to the shallow benchmark in the same way is is attached to the original deep benchmark. |
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Download above graphic - (PDF 43k) |
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Legs: The shallow RSET uses thin walled, 3" aluminum irrigation pipe for the legs. The length of these legs will depend upon how far you wish them to go into the substrate and how high you want the platform and collar above the surface. | ||||||||||||||||||||||||||||||||||||||||||||
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U.S. Department of the Interior, U.S. Geological Survey, Patuxent Wildlife Research Center | URL: http://www.pwrc.usgs.gov/ Last Updated: 15 February 2005 Privacy Statement | Disclaimer |