Signature Projects are intended to bring focus to a selection of the U.S. Departments of Energy's Water Power Technology Office (WPTO) projects. By designating a Signature Project, the project reports, data sets, and associated papers can be easily discoverable. By bringing together all aspects of a project, whether a completed legacy project or an ongoing investigation, the MRE community can be informed of what investigations have been undertaken, which have succeeded, what tools are available, and where gaps in information persist.
Reference Model 5: Oscillating Surge Flap
- Project Summary
- The Reference Model Project was a partnered effort to develop open-source marine hydrokinetic (MHK) point designs as reference models to benchmark MHK technology performance and costs, and an open-source methodology for design and analysis of MHK technologies, including models for estimating their capital costs, operational costs, and levelized costs of energy.
- Reference Model 5
- Oscillating Surge Flap
- Reference Model 5 (RM5) is a type of floating, oscillating surge wave energy converter (OSWEC) that utilizes the surge motion of waves to generate electrical power. The reference wave energy resource for RM5 was measurement data from a National Data Buoy Center (NDBC) buoy near Eureka, in Humboldt County, California. The flap was designed to rotate against the supporting frame to convert wave energy into electrical power from the relative rotational motion induced by incoming waves. The RM5 design is rated at 360 kilowatts (kW), uses a flap of 25 m in width and 19 m in height (16 m in draft), and the distance from the top of the water surface piercing flap to the mean water surface (freeboard) is 1.5 m. The flap is connected to a shaft with a 3-m diameter that rotates against the supporting frame. The supporting frame is assumed to have an outer diameter of 2 m, and the total length of the device structure is 45 m. The RM5 OSWEC was designed for deep-water deployment, at depths between 50 m and 100 m, and was tension-moored to the seabed.
- The RM5 surge flap design utilizes steel and fiberglass to reduce costs, both capital and maintenance, while maintaining a desirable safety factor, as discussed further below. The flap structure is comprised of three steel upright sections with tapered profiles. The upright structures are attached to an additional steel shaft with a diameter of 3 m. The shaft is attached to the pivot point on the RM5 frame.
- The RM5 frame consists primarily of 2-m-diameter rolled steel tubing. The frame is designed to allow for a pivot location for a single flap, mounting locations for mooring, and to minimize movement of the frame relative to the seabed. The footprint is approximately 45 m by 28 m.
- The general layout of hydraulic components is similar to that of RM3 , but with an additional hydraulic ram to reduce torsion across the surge plate. The hydraulic circuit consists of two double-acting hydraulic rams that are connected to the surge plate at one end and the frame on the other end. As the surge plate oscillates back and forth, the hydraulic rams extend and compress. The oscillating extension and compression of the cylinder forces the hydraulic fluid through the system, therefore creating pressurized flow. The energy in the hydraulic fluid is then converted into mechanical energy via a hydraulic motor. The pressure and flow through the hydraulic motor create torque and angular velocity that can be converted into electricity via an electric generator. To reduce pressure fluctuations at the hydraulic motor, a set of hydraulic accumulators are used to smooth the peaks associated with the oscillating motion of the rams.
- The PCC was designed as a fully enclosed unit that can be lifted out of place for complete device replacement or overhaul; however, the hydraulic rams are separate and would be disconnected prior to PCC removal.
- A taut mooring design was used to reduce the motion of the frame and improve the RM5 OSWEC design’s power performance. The design consists of four taut moorings.
Project Information
| Primary Project: | Reference Model |
|---|---|
| Status: | Completed |
| Start Date: | 2010/09/01 |
| End Date: | 2014/09/01 |
| Organization: | National Renewable Energy Laboratory (NREL), Oak Ridge National Laboratory (ORNL), Pacific Northwest National Laboratory (PNNL), Pennsylvania State University, Re Vision Consulting LLC, Sandia National Laboratories (SNL), US Department of Energy (DOE) |
| Contact: | Vincent Neary |
This table lists documents associated with the RM5: Oscillating Surge Flap project, including reports written by the project team and/or papers that have used the project outputs or are closely associated with them.
