Race Rocks Tidal Turbine Generator

GROUP 4 PROJECT- 2009Connor Scheu and Wouter Zwart April 2, 2009

Race Rocks Tidal Turbine Generator

Background:

Connor communicated with Russ Stothers of Clean Current for his project;

“Here is a simple synopsis of the project I will be doing this week. It is called a group four project (which pertains to the experimental science department here at the college), and the theme for everyones project is resource allocation/sustainability. Every student has to decide upon a project in which they will research something in this area. This usually involves the identification of a question, and then variables, presented in a lab format and accompanied by a presentation, but not overly formal.
For my project I really wanted to do something close to home, so I naturally thought of the tidal generator. I thought it would be so great if I could use this project to become more familiar with the project, and learn more about the field in general. It was for this reason that I wanted to contact you.

So basically what I would require for my project is some simple data, on the energy output of the generator, hopefully in relation to the tidal currents. From this I hope to create a simple relationship, proportional or not, which will help me identify the output and efficiency as current varies. This would satisfy the lab component of my project. The next component I would pursue would be the application of this knowledge. Simply from the results of the data and correlation I hope to receive, I would apply some simple reasoning to determine how effective or feasible such technology would be in other circumstances. That is, different magnitudes, in size and tidal extremes. An example of this would be; if the generator receives pique efficiency at the lowest speeds, then the technology would be more widely applicable to more general locations in the world, as opposed to selective areas of high tidal motion. Or if the energy benefits of higher speeds outweigh the selectivity of the projects.
This may be a rather ambitious goal, however this is a less formal project than others at the college (the extended essay is a full research paper) and as such it is OK to have lofty goals and then only achieve some of them in the allotted time. However I am sure that with your help I will be fully capable of receiving satisfactory results.
So I guess what I am asking of you would be the data I have previously outlined, in addition to the answering of some basic questions on the running of the turbine (included below this message).
This help would be most appreciated, I think it would be highly beneficial for the students of the college to have a little more information on the nature of this project. As it is so unique in design, important to global issues, and close to home. This is what my project will allow, as I will be presenting my findings to the student body towards the end of the week. I am very grateful for your generosity and aid
thank you again
Connor Scheu

Here are some of the questions which I have identified as what I think I need to know. But please feel free to include any relevant knowledge that you think would help. I am still quite unfamiliar with the project, and as such my questions may be a little vague. Also feel free to not answer any questions if they breach any kind of protocol or patent information.
1. Is this in fact just a simple turbine generator (similar to those in other hydro operations) placed in the presence of a fast moving current, or does it have certain defining characteristics.
No, it is significantly different from other hydro turbines. The requirement to extract power from a bi-directional flow means that the design of the turbine blade is very different. All standard hydro applications have blades that are designed to accept flow in one direction. Another major difference is that our machine is direct drive so that the speed of the generator is very slow compared to traditional applications which use a gearbox and a high speed generator.
2. What is the magnitude of energy created, when compared with other forms of green energy, is it relatively efficient etc.
The magnitude of the energy with respect to efficiency is very similar to wind in that the same basic laws of physics apply. The big difference/benefit is that the energy produced by tides is completely predictable whereas wind energy is statistically predictable over long periods of time but impossible to predict from one minute to the next.
I wouldn’t try to compare tidal energy to solar, biomass or other renewables. Each form of renewable energy is site specific.
3. Is this technology quite expensive to install, does it require very specific natural circumstances to operate effectively.
At the present time, yes. One of the biggest challenges facing the industry is to develop a system to cost effectively deploy, maintain and retrieve these devices. As you can understand from your experience at Race Rocks, the weather combined with the high tidal currents makes any deployment activity very difficult. The technology is best suited to sites that have peak tidal velocities between 2.5 m/s and 5.0 m/s. At current speeds less than 2 m/s there is very little energy in the flow and at speed greater than 5 m/s cavitation becomes a significant issue.
4. Is it true that this is one of only four projects like this in the world, and if so, what are the natures of the others. That is how do they differ, or are similar. Also, what immediate repercussions could this technology have on the world if proven to be effective.
Clean Current’s principal competitors are based in Europe. There are many competitors but the ones Clean Current considers threats are:
Marine Current Turbines is the most advanced with the deployment of a 1.2MW unit at Strangford Lough in 2008. Clean Current believes the challenges of this system compared to the Clean Current technology are as follows:
This unit has a high capital cost due to the complexity and large number of moving parts (gearbox, variable pitch blades, mechanism to raise and lower rotor).
The structure is surface piercing and therefore a navigational hazard to recreational and commercial traffic.
The exposed rotating blades pose a threat to fish, marine life and divers.
The above water structure must be designed to survive extreme weather such as hurricanes and tsunamis.
The turbine is sensitive to flow directional changes as it does not have an upstream augmenter to redirect the flow.
The system is complex and not applicable in deep water applications which comprise the majority of the world’s resources.

Open Hydro is a well financed company based in Ireland.  They have deployed a 6m prototype of their technology at the EMEC testing centre. They are also planning to deploy a second unit in the Bay of Fundy in the summer of 2009. Clean Current believes the challenges of this system compared to the Clean Current technology are as follows:
The fixed pitch blades are similar to flat plates and therefore have a poor efficiency. Clean Current’s blades are also fixed pitch but use a highly efficient hydrodynamic shape.
The overall efficiency of this unit is much lower than Clean Current’s turbine due to the lack of a power augmenting outer duct.
The lack of a central support makes the turbine more susceptible to vibration caused by the turbulent tidal flow The turbine cannot compensate effectively for flow directional changes as it does not have an upstream augmenter to redirect the flow.
The design information currently available does not indicate the use of a maintenance module potentially resulting in significant downtime.

5. Is this technology a great improvement on the other forms of tidal generation, which typically involve the use of dikes and grand structures.
The traditional barrage types of technology have large environmental impacts. The type of tidal generation that we are promoting does not have the same effect on the ecosystem; however, it is important to note that barrage types of technology can extract greater amounts of energy as all of the flow is forced through the turbine.
6. What are some of the typical pitfalls in this kind of project, some main difficulties either with engineering, or other aspects.
Some of the main challenges from the engineering side are as follows:
Deployment in fast moving waters (as discussed above)
Operation of bearings in a submerged environment
Operation of an electrical machine in a submerged environment.
Transmission of the power to shore
Achieving maintenance free operation for 5+ years.
Prevent bio-fouling
Some of the non-technical issues include:
Regulatory approvals from organizations such as DFO on the perceived impact on marine life
Negotiations with existing users of area (fisherman, tug operators, commercial vessels) to accommodate the installation of a tidal farm

I think these are sufficient to give me a basic comprehension of what this project is about. I will also make an effort to research what I can on my own, I just thought I would make use of you as a resource if possible.
thanks again
Connor Scheu
Questions:
1. I am still unsure as to the nature of the “upstream augmenter.” I know that it allows for the turbine to compensate for flow direction changes, I am just not sure how it does this, or what it is really.
The curved shape of the augmentor redirects the flow so that the water is directly aligned with the turbine rotor. Without an augmentor, the flow would intersect the rotor at an acute angle which would result in reduced power output. You can also think of the augmentor as functioning similar to a sail on a sailboat. When the sail is trimmed properly, the wind follows the shape of the sail. We have designed the augmentor so that for flow deviations, the water follows the surface of the augmentor.
2. The transmission of power to shore, is done by means of an underwater cable? Is this the only means by which this can be done, and is this a very difficult procedure?
The only way to bring significant power ashore is through the use of a subsea cable. The challenges of this technology are ensuring the cable is adequately protected on the seabed. Due to the high current environment, the cable is very susceptible to damage through abrasion on the rocky seabed. Another challenge is electrical connectors. The majority of the connectors available in industry are not designed for both high power and long life. A specific design for tidal generators is required.
3. You mentioned the biological impact, I understand how this turbine is significantly better than the barrage designs, and even than the open bladed design of the other company. I presume that it is fairly safe (simply by looking at the design) because large animals will avoid the turbine, and smaller fish may pass through without harm. Is this somewhere in the right ballpark. Are there any other concerns for the local wildlife?
You thoughts are inline with ours. I think your best source for an opinion here is probably Chris.
4. It seems to me as if you guys are the best outfit going, would you consider yourselves the world leaders in this technology, or at least one of the most promising companies.
Thanks for the comments! Yes, we believe that we are one of the leading technologies. Having said this; however, there is still significant work to be performed to make this product commercial.
5. You mentioned that the majority of the world’s resources are located in deep water, what kind of limitations does your technology have on depth? Are there a multitude of possible locations for this technology around the world, what would be some of the ideal circumstances?
When we refer to deep water, we are referring to 40-65m of water. Our technology is well suited to these depths. As you go deeper, the greatest challenge will be installation. The paragraph below is an excerpt from our assessment of the market.
Global demand for electric power is expected to increase from 14.8 trillion kilowatt hours in 2003 to 30.1 trillion kilowatt hours by 2030, according to the Energy Information Administration. To meet this demand, the International Energy Agency estimates that investments in new generating capacity will exceed $4 trillion in the period from 2003 to 2030, of which $1.6 trillion will be for renewable energy generation equipment.
A variety of factors are contributing to the development of renewable energy systems that capture energy from replenishable natural resources, such as ocean currents and waves, flowing water, wind and sunlight and convert it into electricity. These factors include the rising cost of fossil fuels, dependence on energy from foreign sources, environmental concerns, government incentives and infrastructure constraints.
Tidal energy is positioned favourably to capitalize on the growing demand for renewable energy. It is expected that tidal energy generation costs for large sites will be competitive with other renewable energy sources. In addition to having the potential to be a very large source of competitive renewable energy, tidal energy is a very predictable source of energy, is not affected by climate change and has a minimal environmental footprint.
Clean Current expects early adoption of tidal power generation will be driven by those countries and regions that are looking to satisfy government or regulatory renewable energy mandates and that have potential tidal energy resources situated near populations with high electricity demand and relatively high power prices. A number of communities and utilities in the United Kingdom, North America and Asia are currently pursuing tidal energy feasibility studies, and are expected to be some of the first regions to pursue tidal farms when a proven commercial technology becomes available.
Recent government sponsored initiatives have included tidal resource assessments from leading engineering consulting firms, Black & Veatch Corporation (“Black & Veatch”) (United Kingdom) and Triton Consultants Ltd. (“Triton Consultants”)(Canada), respectively. Black & Veatch estimated the world’s “Technically Extractable Resource” to be 155 TWh per annum, including 18 TWh  At an average capacity factor of 26%, this?per annum in the United Kingdom. translates to installed capacity of approximately 67,400 MW for the world and 7,800 MW for the United Kingdom.
In Canada, Triton Consultants assessed the tidal energy potential at approximately 42,000 MW. Approximately 7,000 MW of this potential resource is located in accessible regions on the east and west coasts of Canada.? Clean Current estimates that approximately 15% to 20% of the power in the accessible regions is currently extractable, resulting in 9.2 to 12.3 TWh per annum of electrical energy. At an average capacity factor of 26%, this translates to installed capacity of approximately 4,000 to 5,500 MW for Canada.
1. Source: Phase II, UK tidal Stream Energy Resource Assessment; Black & Veatch
2. Source: Canada Ocean Energy Atlas (Phase 1) Potential Tidal Current Energy Resources Analysis Background; Triton Consultants

Again, I am very grateful for all of your help, I read on the company site that one of the mandates of this project was to aid in the education of the students of Pearson College. I think this is very thoughtful, and says something about the quality of your company, and of course, its employees.
Purpose: To determine the correlation between the rates of current flow through the channel and the power produced by the generator, and then apply said correlation to real world applications.

Procedure: Experimentation performed by Clean Current and its employees

Data:

Diameter of Turbine m 3.5
Frontal Area m2 9.62
Density of Seawater Kg/m3 1024
Current Speed Blade Tip Speed RPM Power in water Efficiency Power Extracted
(m/s) (m/s)   (kW) (%) (kW)
         
1.0 3.9 21.4 4.9 28.2% 1.4
1.1 4.3 23.5 6.6 28.9% 1.9
1.2 4.7 25.7 8.5 29.5% 2.5
1.3 5.1 27.8 10.8 30.1% 3.3
1.4 5.5 30.0 13.5 30.7% 4.1
1.5 5.9 32.1 16.6 31.2% 5.2
1.6 6.3 34.2 20.2 31.7% 6.4
1.7 6.7 36.4 24.2 32.2% 7.8
1.8 7.1 38.5 28.7 32.6% 9.4
1.9 7.5 40.7 33.8 33.0% 11.1
2.0 7.8 42.8 39.4 33.3% 13.1
2.1 8.2 44.9 45.6 33.6% 15.3
2.2 8.6 47.1 52.5 33.9% 17.8
2.3 9.0 49.2 59.9 34.2% 20.5
2.4 9.4 51.4 68.1 34.4% 23.4
2.5 9.8 53.5 77.0 34.5% 26.6
2.6 10.2 55.6 86.6 34.7% 30.0
2.7 10.6 57.8 97.0 34.8% 33.7
2.8 11.0 59.9 108.1 34.8% 37.7
2.9 11.4 62.1 120.1 34.9% 41.9
3.0 11.8 64.2 133.0 34.9% 46.4
3.1 12.2 66.3 146.8 34.8% 51.1
3.2 12.5 68.5 161.4 34.6% 55.8
3.3 12.9 70.6 177.0 34.3% 60.8
3.4 13.3 72.8 193.6 33.8% 65.4
3.5 13.7 74.9 211.2 32.6% 68.9

 

These graphs are representative of the data presented in the table. They indicate the relationship between rate of current flow in meters per second to a variety of other variables (Blade Speed, RPM, Theoretical Energy, Efficiency, and Produced Energy).
 bladevscurrspeed
  This graph shows how there is a perfectly linear relationship between the current speed, and the rotational speed of the blade tips. This is self evident as it is in fact the current that drives this motion. It is notable however that there is virtually no impact from friction or other environmental forces. There is a uniform constant (value 3.9) which relates blade tip speed to current speed for this model of generator.rpmvscurrspeed

This graph shoes much the same relationship as the first graph, albeit with a different constant. This is simply because the blade speed has a direct relationship with the revolutions per minute. This value is dependent on the diameter of the turbine, and thus the length of the blades.

poweerinwatvscurrspeed

This graph shows the relationship between the theoretical value of the power in the water, and the current speed.

This value is derived from the formula: P = Cp x 0.5 x ρ x A x V3

Where:

Cp is the turbine coefficient of performance

P = the power generated (in watts)

ρ = the density of the water (seawater is 1024 kg/m3)

A = the sweep area of the turbine (in m2)

V3 = the velocity of the flow cubed (i.e. V x V x V)efficvscurrentspeed

This graph shows the relationship between the overall efficiency of the turbine, and the rate of current flow. This is derived from dividing the actual power produced by the theoretical power produced. It can be seen that as current flow reaches its upper limits, the device begins to rapidly lose efficiency. This has implications on the applicability of this product. The peak efficiency is 2.76 m/s, found as follows:

The estimated equation for the slope of the graph is -0.0215x2 + 0.1187x + 0.1829 using a graphing program.

The derivation of this line is: -0.043x + 0.1187

When this equals zero, the slope is zero, which is the point of greatest efficiency (maximum point)

This is 2.76 m/s, the power received at this point is 35.5 kW

powscurrspeedThis graph displays the actual values for energy produced, when compared to current flow. It can be viewed as a combination of the efficiency and ideal power graphs. This knowledge is integral to understanding the ideal speed. It can be clearly seen that the relation is quite exponential, with higher speeds yielding much greater results. However it is also known that the efficiency curve takes a greater role at roughly the end of the data, an extension of this graph would show an eventual plateau. Using this knowledge we can conclude that the ideal current speed for this turbine is somewhere in the region of 3.5 m/s.

Analysis/Conclusion:

From the data we have developed a very clear and meaningful relationship between the rate of current flow, and various aspects of the turbine generator on Race Rocks. We have noted that there is a perfectly linear relationship between current speed and the speeds of the blade tips, as well as the RPM of the turbine itself. We have shown that there is an exponential increase in theoretical power contained in the water and current flow, as well as the exponential decrease in efficiency as these values increase. Finally we have shown the actual relationship between current speed and energy output, which can be viewed as a compilation of the efficiency and theoretical power graphs.

This data is incredibly useful in the analysis of this device, and its applicability. The point where the most energy is obtained most efficiently has great impacts on how the technology is used. From our data it is clear that this point is towards the upper range of the current flow, about 3.5 m/s. For after this point the efficiency of the system decreases dramatically. Before this point, the exponential increase in energy produced makes the efficiency loss acceptable.

Further Connections:

I have learned that the average energy output for this turbine for one day is 300kWh, which equates to an average energy production of approximately 12.5 kW. This information may be applied to any power consumption grid, in order to determine the feasibility of using these turbines on a larger scale.

One house at Pearson College uses approximately 600 kWh of energy per day. Using this data, it is possible to conclude that two of these generators could provide enough power for one house. That is power for forty-two individuals, provided entirely by the sea; perfectly green, completely sustainable, and 100% predictable energy.

It should also be considered that this device is still a prototype, and is constantly being refined to the point where it may be commercialized and applied on a larger scale.

 

Race Rocks Tidal Turbine Generator

Connor Scheu and Wouter Zwart April 2, 2009 . Race Rocks Tidal Turbine GeneratorUWCpearsoncollegeicon

Background:

Ed note: Connor communicated with Russ Stothers of Clean Current for his project;

“Here is a simple synopsis of the project I will be doing this week. It is called a group four project (which pertains to the experimental science department here at the college), and the theme for everyones project is resource allocation/sustainability. Every student has to decide upon a project in which they will research something in this area. This usually involves the identification of a question, and then variables, presented in a lab format and accompanied by a presentation, but not overly formal. Continue reading

Underwater Materials Performance Testing-Succession/Fouling

 

In December of 2007,The Pearson College Divers installed a set of junction boxes as part of a materials testing experiment for the tidal energy project

Procedure 1 Dec 7, 2007– Purpose: To test performance and resistance to fouling of PVC junction boxes and sealant compounds
Procedure 2 Jan 10, 2008– Purpose: to test resistance to fouling and corrosion of different alloys of Stainless Steel as well as various types of fasteners.
Procedure 3 Purpose: to protect submarine cables from chafing on sharp rocky edges
Procedure 4 Purpose: To prevent corrosion of steel Ibeam supporting and holding power and control cables through intertidal zone.
Procedure 5 Purpose: To provide ballast to steel Ibeam carrying power cables in intertidal zone preventing movement during heavy surge.

Underwater Materials Performance Testing

See other archived video with Pearson College Divers

Procedure 1 Dec 7, 2007– Purpose: To test performance and resistance to fouling of PVC junction boxes and sealant compounds
Procedure 2 Jan 10, 2008– Purpose: to test resistance to fouling and corrosion of different alloys of Stainless Steel as well as various types of fasteners.
Procedure 3 Purpose: to protect submarine cables from chafing on sharp rocky edges
Procedure 4 Purpose: To prevent corrosion of steel Ibeam supporting and holding power and control cables through intertidal zone.
Procedure 5 Purpose: To provide ballast to steel Ibeam carrying power cables in intertidal zone preventing movement during heavy surge.

6-Month Fouling Records on Tidal Energy Turbine

A week before raising the turbine in April 2007, the outer Nereocystis, or Bull kelp  growth was removed by the Pearson College Divers. Since the top of the turbine is in a water depth averaging 10 metres it is shallow enough for the brown Macroalgae to take foothold and within a few weeks it would have reached the surface. This algae can atttach to a solid substrate within the top 12 metres of water at Race Rocks.

asasa

Upper Piling Installation for the Tidal Energy Current Project


Images by Gary Bouman, Garry Fletcher and Chris Blondeau

Test Installation of Tidal Energy Turbine in Pedder bay

Problems in the Installation of the Piling for the Tidal Energy Project

Not every aspect of the tidal Current energy project went perfectly without problems. At one point the project was within hours of being called off. A replacement drill bit had to be flown in and weather conditions threatened to suspend operation.  The most difficult stage in the installation was the breaking of the drill casing and drill bit. One morning when attempting to attach the barge, the casing which by this time was sunk in the bedrock, twisted off, trapping the drill bit in the ground.

The conditions in August were marginal for the work at sea.

The most amazing part of thew process was that whatever the problems, the engineers proved to be very capable in meeting the challenge and coming up with a problem. This was particularly impressive in that it was the first kind of such an exercise and it was in an ecologically sensitive area  at a time of year when weather  could cause a stop to the process.

Dredging the Overburden for the Tidal Energy Installation

On July 17, 2006 dredging of the overburden on the selected site was started for installation of the piling.This operation was the most environmentally invasive of the project, but it was estimated that only about 20 square metres of the bottom were disturbed. Given that this is such a high current area, within a year there were no visible changes to the are around the piling.   The following pictures were captured from the
remote Camera 5. by G. Fletcher.

 

Dr. Anita Brinckmann-Voss and Hydroid Research at Race Rocks

anitaDr. Anita Brinckmann-Voss  passed away in December of 2017.

From 1986, to 2005,  Dr. Brinckmann-Voss of Sooke, BC assisted the students and faculty of Lester Pearson College with her understanding of marine invertebrate ecology and her expertise in the taxonomy of hydroids.  These small colonial animals, the alternate stage of the life-cycle of jellyfish, occur in rich profusion underwater at the Race Rocks Marine Ecological Reserve.  When the original species list was done for the Race Rocks Ecological Reserve Proposal, in 1979, only 2 hydroids had been included on our species list. Now over 60 species have been identified by Anita and she continued to assist students with research projects while she furthered her research on specimens from the island until 2004. Anita has established long term research plots in a tidepool at the reserve and documents the distribution of hydroids underwater with the assistance of students and faculty in the Diving program at Lester B. Pearson College. Below: Anita accompanied Garry, Chris and Joe on a dive to Secretary Island, West of Race Rocks up the Strait of Juan de Fuca towards Sooke. The purpose was to collect samples for hydroid specimens.  

anitaandsvobodaDr. Armin Svoboda and his son Hanno visited Race Rocks with Chris Blondeau and Dr. Anita Brinckmann-Voss in August of 2004. His pictures taken on a dive there are linked here.

 

 

 See this link for the hydroids identified by Anita. https://www.racerocks.ca/tag/hydroid/ 

See all the posts on this website tagged with Dr. Anita Brinckmann-Voss

bellatitle-1Gallery of photomicrographs of Hydroids- photos by Dr. Anita Brinckmann-Voss

tubulariaVideo on the habitat of a rare Tubularia

 

 

 

 

 

westshorePhotos of  Intertidal Hydroid Habitat on West side of Race Rocks .

 

 

 

 

PUBLICATIONS of Dr. Voss from her Research at Race Rocks Ecological Reserve :

 1. Brinckmann-Voss, A. , Lickey, D.M. , and Mills, C.E. 1993 Rhysia fletcheri (Cnidaria, Hydrozoa, Rhysiidae), a new species of Colonial Hydroid from Vancouver Island British Columbia, Canada) and the San Juan Archipelago (Washington, USA) . Canadian Journal of Zoology 71: 401-406

Abstract: 

  • A new species of colonial athecate hydroid, Rhysia fletcheri , is described from Vancouver Island, British Columbia, Canada, and from Friday Harbour, Washington, U.S.A. It’s relationship to Rhysia autumnalis Brinckmann from the Mediterranean and Rhysia halecii (Hickson and Gravely) from the Antarctic and Japan is discussed. Rhysia fletcheri differs from Rhysia autumnalis and Rhysia halecii in the gastrozooid having distinctive cnidocyst clusters on its hypostome and few, thick tentacles.
  • hydrfemeMost of its female gonozooids have no tentacles. Colonies of R. fletcheri are without dactylozooids. The majority of R. fletcheri colonies are found growing on large barnacles or among the hydrorhiza of large thecate hydrozoans. 
  • Rhysia fletcheri occurs in relatively sheltered waters of the San Juan Islands and on the exposed coast of Southern Vancouver Island. Colored photos of Rhysia males. females and gastrozooids are included.

 2. Brinckmann-Voss, A. 1996. Seasonality of Hydroids (Hydrozoa, Cnidaria) from an intertidal pool and adjacent subtidal habitats at Race Rocks, off Vancouver Island,Canada, Scientia Marina Advances in Hydrozoan Biology , Vol 60 (1):89-97

Abstract:

  • An assemblage of 27 hydroid species was reported from a tide pool in the lower rocky intertidal zone, and compared with 42 hydroids of the adjacent subtidal region. Location of hydroids within the pool, seasonal occurrence, growth and sexual maturity were tabulated, and some systematic aspects discussed. Possible causes of hydroid species diversity were considered, including location of the tide pool in an area of tidal rapids, and shading by surf-grass and rock cliffs during low tide.