| Tidal Currents1
Introduction
 |
| Marine
Current Turbines Ltd. Artist's Concept. |
The Northern Puget Sound project area includes the Inland Sea
known as the San Juan Archipelago, the northern part of Puget
Sound. There are approximately 172 islands in the San Juan Archipelago.
The maximum vertical tidal variation at this latitude is approximately
12 feet. The 172 islands of the San Juan Archipelago constrict
this vertical tidal variation to varying degrees, generating
tidal power potential in the process.
One of the many renewable energy options that have been discussed
over the years is tidal power. Most of this discussion has centered
on building dams or pumped storage systems in high latitude
tidal estuaries.2 Given the
current political and regulatory environment, establishing dams
or pumped storage systems of any kind anywhere in the Northwest
Straits is not going to happen. However, development of more
environmentally benign energy extraction facilities such as
in-stream turbines may not only be possible from an environmental
impact standpoint, but desirable from a renewable energy production
standpoint. There are multitudes of questions that require answers
before such an energy production scheme will be taken seriously,
not the least of which is the first question, "Is there
enough potential ocean current energy to be worth the effort
required to extract it?"
The primary advantage of ocean energy technology is the high
energy density of ocean currents. Seawater is 832 times as dense
as air, providing a 5-knot current with the equivalent kinetic
energy of a 162-mph wind. Seawater being a moving fluid like
wind, power also increases as the cube of speed. Unlike wind,
water is not very compressible. This creates difficulties in
adapting wind extraction airfoil lift sections to the marine
power environment. Other advantages over wind and solar include
predictable energy output as cyclical tidal patterns allow electricity
outputs from ocean energy facilities to be accurately predicted
far in advance, providing reliable base power for integration
with electrical grids.
Marine current turbine technology offers numerous advantages
even over other renewable energy technologies:
- It is one of the most intense renewable energy forms; so
a typical one megawatt marine current turbine will be less
than 50 percent of the size of the equivalent wind turbine
and these turbines can also be packed closer together in an
array, thereby further reducing costs.
- It is based on the tides and is therefore a completely predictable
form of renewable power (unlike weather dependent wind, solar,
or wave energy).
- Gaining the necessary permissions and licenses is expected
to become easier than for on-shore developments as it involves
government departments rather than local planners.
- The environmental impact is negligible; marine current turbines
will have little or no visual impact; they are silent, and
do not offer any serious hazard to marine life.
- The modular nature of this technology makes the lead time
between spending on construction and receiving revenue relatively
short.
- The resource is known to be extremely large.
In order to evaluate the economic impacts of ocean current
power development in the Northwest Straits it will be necessary
to quantify the available power potential and to quantify the
efficiency of energy extraction turbines, generators, and associated
equipment. To do so, the following tasks have been accomplished:
- Research and evaluation of available marine energy production
designs.
- Identification of high tidal current areas in the Northwest
Straits.
- Analyses of site-specific annual tidal energy potentials.
- Plotting of three-dimensional depth contours and digital
current models on a Geographic Information System (GIS).
- Identification of existing electrical distribution network
locations and capacities.
- Articulation of energy production scenarios.
- Identification of environmental impacts to be addressed
during Phase II.
- Ground truthing of published tide current tables for identified
areas.
Downloading hourly current speed for selected NOAA current
stations created the following table for ocean current sites
in the Northwest Straits.
Back to Top
Northwest
Straits Current Power Sites
Table 1.
*Lat/Long in Degrees Minutes
| Site Number |
Number of
Units |
Site Area
m2*1,000 |
Depth
Meters |
Longitude |
Latitude |
| 1 DECEPTION PASS (Narrows) |
1 |
6 |
15 |
122 38W |
48 24N |
| 2 SPIEDEN CHANNEL |
7 |
114 |
80 |
123 7W |
48 38N |
| 3 SAN JUAN CHANNEL (South Entrance) |
50 |
768 |
120 |
122 57W |
48 28N |
| 4 BOUNDARY PASS (2 ml NNE Skipjack Is) |
76 |
1141 |
40 |
123 1W |
48 46N |
| 5 STRAWBERRY IS (0.8 ml West) |
419 |
6295 |
60 |
122 45W |
48 34N |
| 6 BURROWS-ALLEN (Passage) |
13 |
199 |
30 |
122 42W |
48 28N |
| 7 PEAVINE PASS (West) |
7 |
113 |
16 |
122 49W |
48 35N |
| 8 GREEN PT (0.8 ml NW) |
82 |
1231 |
20 |
122 42W |
48 30N |
| 9 BELLINGHAM CHANNEL (Cypress Is Light) |
62 |
934 |
23 |
122 40W |
48 34N |
| 10 LOPEZ PASS |
10 |
149 |
20 |
122 49W |
48 29N |
| 11 BURROWS IS (.8ml+B5 WNW) |
40 |
619 |
40 |
122 44W |
48 29N |
| 12 GUEMES CHANNEL (West) |
70 |
1053 |
24 |
122 39W |
48 31N |
| 13 TOE POINT (.5ml S) |
60 |
895 |
50 |
122 56W |
48 47N |
| 14 PEAPOD ROCKS (1.2ml S) |
347 |
5211 |
60 |
122 45W |
48 38N |
| 15 SHANNON POINT (2.0 ml W) |
82 |
1230 |
50 |
122 44W |
48 31N |
| 16 BURROWS-FIDALGO |
10 |
140 |
20 |
122 42W |
48 29N |
| 17 SINCLAIR ISLAND (.6ml SE) |
153 |
2298 |
40 |
122 39W |
48 36N |
| 18 LAWRENCE POINT (1.3ml NE) |
30 |
460 |
60 |
122 43W |
48 41N |
| 19 PARKER REEF (.5ml N) |
55 |
832 |
60 |
122 54W |
48 44N |
| 20 HALE PASS (.5ml SE Lummi Pt) |
14 |
211 |
14 |
122 41W |
48 44N |
Hourly current speed was obtained using Tides & Currents
Pro software. Hourly potential energy in watts was calculated
from current speeds using the standard equation for kinetic
energy P(w) = .5pAV3, where
p equals the density of seawater (1015 kg/m3);
A equals area; and V3 is velocity
cubed in meters per second. Multiplying 0.5 times 1015 times
current speed cubed resulted in a value of potential energy
per meter squared. This hourly value was summed for all hours
during 1999 to give a value for annual potential energy per
square meter for each site.
A unit area of 314 square meters was chosen as a likely size
for a single power production unit. This is a rotor diameter
of 20 meters and is roughly the size of a Marine Current turbine.
With the exception of Deception Pass, this size unit would rate
a maximum generator size of a megawatt or under, which is the
current state of the art for wind generator units. It should
be noted that one unit at Deception Pass would generate more
energy than one unit at each of the other 19 sites combined.
Back to Top
Northwest
Straits Ocean Current Power
Table 2.
- Current values in knots come from Tides & Currents Pro
2.5. Changed to Meters/second (Knots*.515).
- Instantaneous current values every hour for selected stations
are multiplied by the P(kw) formula to give instantaneous
Potential Energy (0.5pAV3)
for every hour of the year per Square Meter where seawater
density p = 1015 kg/m3.
- PE values are summed to give ANNUAL PE/m2.
- PE MAX is one hour maximum for the year.
- NET SITE Megawatt Hour (MWH) values based on Unit area square
meter and overall power efficiency.
- Unit area equal to about 20 meter diameter turbine.
- Overall efficiency is 35 percent for turbine times 85 percent
generator = 30 percent
| STATION |
PE/m2
KWH
ANNUAL |
PE
MAX |
UNIT
MX KWH |
UNITS |
NET SITE
MWH
ANNUAL |
| 1 DECEPTION PASS (NARROWS) |
73,754 |
165 |
15,391 |
1 |
6,890 |
| 2 LIMESTONE PT SPEIDEN |
7,395 |
11 |
1,020 |
1 |
691 |
| 3 SAN JUAN CHANNEL |
6,719 |
10 |
911 |
1 |
628 |
| 4 BOUNDARY PASS |
5,906 |
9 |
809 |
1 |
552 |
| 5 STRAWBERRY |
5,441 |
9 |
809 |
1 |
508 |
| 6 BURROWS-ALLEN |
4,970 |
12 |
1,077 |
1 |
464 |
| 7 PEAVINE PASS |
4,396 |
6 |
552 |
1 |
411 |
| 8 GREEN PT |
4,183 |
9 |
809 |
1 |
391 |
| 9 BELLINGHAM CHANNEL |
3,235 |
6 |
515 |
1 |
302 |
| 10 LOPEZ PASS |
2,706 |
4 |
384 |
1 |
253 |
| 11 BURROWS IS LIGHT |
2,526 |
4 |
384 |
1 |
236 |
| 12 GUEMES CHANNEL |
2,490 |
4 |
384 |
1 |
233 |
| 13 TOE PT PATOS |
2,253 |
4 |
355 |
1 |
210 |
| 14 PEAPOD ROCKS |
2,246 |
3 |
302 |
1 |
210 |
| 15 SHANNON PT |
2,211 |
3 |
302 |
1 |
207 |
| 16 BURROWS-FIDALGO |
2,171 |
6 |
552 |
1 |
203 |
| 17 SINCLAIR ISLAND |
1,729 |
3 |
302 |
1 |
162 |
| 18 LAWRENCE POINT |
1,524 |
2 |
233 |
1 |
142 |
| 19 PARKER REEF LIGHT |
1,223 |
2 |
158 |
1 |
114 |
| 20 HALE PASS |
660 |
1 |
127 |
1 |
62 |
| |
|
|
|
|
|
| TOTAL |
|
|
|
|
12,867 |
A single unit at each of the above sites would generate approximately
13 megawatt hours annually. Some sites would likely have room
for only one unit; other sites could support arrays of single
units. A span of 10 times the frontal surface area of a unit
along orthogonal axes would be large enough to reduce interference
of the turbines with each other. If an array is positioned with
a six degree offset to the current stream, additional turbines
could be placed on diagonal centers.3
The resultant array for a 10 meter vertical axis turbine would
have a surface footprint of approximately 4,000 m2
per turbine (400mX400m = 160,000 m2
= 41 turbines = 4,000 m2/turbine).
A 20 meter diameter horizontal axis rotor turbine would have
a surface footprint of approximately 15,610 m2
(800mX800m = 640,000 m2 = 41
turbines = 15,600 m2/turbine).
So how many units will each site accommodate? If we construct
arrays using the Marine Turbine footprint of 15,600 m2/turbine
and apply it to each of the twenty sites listed above we come
up with the following number of units per site. Please note
that the net site annual power is in Megawatt hours.
Back to Top
Twenty Sites
With Horizontal Axis Turbine Arrays
Table 3.
| STATION |
PE/m2
KWH
ANNUAL |
PE
MAX |
UNIT
MAX KWH |
UNITS |
NET SITE
MWH
ANNUAL |
| 1 DECEPTION PASS |
73,754 |
165 |
596,676 |
1 |
267,093 |
| 2 SPIEDEN CHANNEL |
7,395 |
11 |
39,529 |
7 |
187,458 |
| 3 SAN JUAN CHANNEL |
6,719 |
10 |
35,297 |
50 |
1,216,672 |
| 4 BOUNDARY PASS |
5,906 |
9 |
31,379 |
76 |
1,625,611 |
| 5 STRAWBERRY |
5,441 |
9 |
31,379 |
419 |
8,255,353 |
| 6 BURROWS-ALLEN |
4,970 |
12 |
41,766 |
13 |
233,955 |
| 7 PEAVINE PASS |
4,396 |
6 |
21,384 |
7 |
111,432 |
| 8 GREEN PT |
4,183 |
9 |
31,379 |
82 |
1,242,140 |
| 9 BELLINGHAM CHANNEL |
3,235 |
6 |
19,959 |
62 |
726,365 |
| 10 LOPEZ PASS |
2,706 |
4 |
14,891 |
10 |
98,011 |
| 11 BURROWS IS LIGHT |
2,526 |
4 |
14,891 |
40 |
365,917 |
| 12 GUEMES CHANNEL |
2,490 |
4 |
14,891 |
70 |
631,087 |
| 13 TOE PT PATOS |
2,253 |
4 |
13,775 |
60 |
489,590 |
| 14 PEAPOD ROCKS |
2,246 |
3 |
11,712 |
347 |
2,822,648 |
| 15 SHANNON PT |
2,211 |
3 |
11,712 |
82 |
656,652 |
| 16 BURROWS-FIDALGO |
2,171 |
6 |
21,384 |
10 |
78,638 |
| 17 SINCLAIR ISLAND |
1,729 |
3 |
11,712 |
153 |
957,933 |
| 18 LAWRENCE POINT |
1,524 |
2 |
9,021 |
30 |
165,518 |
| 19 PARKER REEF LIGHT |
1,223 |
2 |
6,122 |
55 |
243,579 |
| 20 HALE PASS |
660 |
1 |
4,941 |
14 |
33,448 |
| |
|
|
|
|
|
| TOTAL |
|
|
|
1,588 |
20,409,099 |
Twenty million-megawatt hours annually is equivalent to a generating
capacity of approximately 2,330 MW. This is 30 percent of the
Bonneville Power Administration (BPA) hydro capacity4
or 1.6 times the power used by Seattle5
or enough energy to power two million residential customers.6
As an example, using the potential energy values for Lawrence
Point, we can compute that the estimated power for a turbine
with an overall efficiency of 30 percent would be 1,252 watts/m2/day
((1524 kWh/365 days)*.3) at this site.
It should be noted that the available area estimate for each
site listed as well as the area of a hypothetical array footprint
is extremely conservative. It should also be noted that only
twenty sites were listed from the entire Northwest Straits area
for this illustration. Hopefully, the question "Is there
enough potential ocean current energy to be worth the effort
required to extract it?" has been sufficiently addressed
to be answerable in the affirmative.
Back to Top
Ocean Energy
Production Designs
Davis Turbine
 |
| Blue
Energy 250 kW "Haida Gwaii" |
The current world leader in ocean current energy development
is Blue Energy Canada Inc.7
Blue Energy Canada is commercializing the Davis Hydro Turbine
that converts the energy of moving water in ocean currents,
tides, estuaries, and rivers into electricity. Six prototypes
(4-100 kW) have been built and tested, and independent assessments
have verified feasibility. This is the closest thing to off-the-shelf
technology currently available.
The Blue Energy power system can satisfy electricity demands
in the multiple gigawatt range by linking "Ocean Class"
Davis Hydro Turbines (7-14 MW each) in series across an ocean
passage. Smaller energy loads can be met by deploying the 250
kW "Haida Gwaii" power system in off-grid communities,
remote industrial sites, and regions with established net metering
policies.
Blue Energy's Davis turbine is a vertical axis turbine updated
from the original Darrieus patent of 1931. In contrast with
wheel-type turbines, it has a barrel shape with a number of
straight or curved-in-plane airfoil blades and a shaft that
is perpendicular to the fluid flow.
The Darrieus turbine was enthusiastically met by engineers
and scientists in both wind and hydro power industries because
of its simplicity and because the turbine allowed high speed
to develop in slow fluids, maintaining a large passage area
without substantially increasing its diameter. However, in spite
of numerous intensive attempts for decades to utilize the Darrieus
rotor, it has not received wide practical applications, mostly
due to the pulsating nature of its rotation and its relatively
low efficiency. Fatigue failure of blades is common in this
turbine because of its inherent vibration. It also has a problem
of self-starting at low rotational speed due to its straight
blades which change angles of attack traveling along a circular
path.
Blue Energy's turbine is housed in a concrete shell module
that provides structural support as well as some bi-directional
venturi hydrodynamics. The stand-alone 250 kW "Haida Gwaii"
is designed to float on a mooring. It is designed to cut-in
at a three-knot current speed and cut out at seven knots.
Helical Turbine
Alexander Gorlov has developed a similar vertical axis turbine
concept at Northeastern University.3
This turbine uses a helical blade design which can be stacked
horizontally and vertically to form power arrays. The helical
turbine developed in 1994-5 has all the advantages of the Darrieus
turbine without its disadvantages, that is, allowing a large
mass of slow water to flow through, capturing its kinetic energy,
and utilizing a very simple rotor as a major factor of the turbine
low cost. The helical arrangement of the rotor blades dramatically
changes the performance of the Darrieus-type turbine, resulting
in the following characteristics:
- High-speed uniform spinning in relatively slow fluid flow.
- Unidirectional rotation in reversible fluid currents.
- High efficiency.
- No fluctuation in torque.
- No visible signs of cavitation in water for high rotating
speed.
- Self-starting in slow waters.
A three-blade helical turbine was thoroughly tested during
June-August 1996 in the Cape Cod Canal in Massachusetts. Starting
with a firm unidirectional rotation when water velocity was
about one knot, the turbine increased its power in proportion
to the water velocity cubed to six knots and was 35 percent
efficient throughout.
Horizontal Axis Turbine
Marine Current Turbines Ltd. (MCT) out of England has a program
of tidal turbine development through research and development
and demonstration phases to commercial manufacture.8
An initial grant of $1 million Euro has been received from the
European Commission towards R&D costs. The company's plan
is to complete the initial R&D phase by 2004, and to start
commercial installations at that time.
The technology under development by Marine Current Turbines
Ltd. consists of an axial flow rotor of 15 meters to 20 meters
in diameter, which drives a generator via a gearbox much like
a hydroelectric turbine or a wind turbine. The power unit is
mounted on a tubular steel monopile just over 2 meters in diameter
that is set into a hole drilled into the seabed from a jack-up
barge. The technology for placing monopiles is well developed
by Seacore Ltd., a specialist offshore engineering company that
is co-operating with MCT in this work. The patented design of
the turbine can be installed and maintained entirely without
the use of costly underwater operations. The turbine is connected
to the shore by a marine cable lying on the seabed that emerges
from the base of the pile.
The submerged turbines, which will generally be rated at from
600 to 1000kW, will be grouped in arrays or "farms"
under the sea, at places with high currents, in much the same
way that wind turbines in a wind farm are set out in rows to
catch the wind. The main difference is that marine current turbines
of a given power rating are smaller, can be packed closer together,
and involve negligible land use or other environmental impact.
Another advantage of this technology is that it is modular,
so small batches of machines can be installed with only a small
period between investment in the technology and the time when
revenue starts to flow. This is in contrast to large hydro-electric
schemes, tidal barrages, or other projects involving major civil
engineering, where the lead time between investment and gaining
a return can be many years.
It is expected that turbines will generally be installed in
batches of about 10 machines. Many of the potential sites so
far investigated are large enough to accommodate many hundreds
of turbines. As a site is developed, the marginal cost of adding
more turbines and of maintaining them will decrease, so considerable
economies of scale can be envisaged.
No cost estimate is available for the Marine Currents Turbine.
Blue Energy envisions a cost of approximately $1250/kW. Gorlov
details a cost for his helical turbine array of $2235/kW.
Back to Top
References Cited
1. Northwest Indian College National Indian Center for Marine
and Environmental Research and Education. Feasibility
Studies for Potential Application of Renewable Energy Technologies
at Tribal Colleges and Universities Supplemental Announcement
07. Volume III - Draft Phase 1 Final Report. Submitted:
June 30,2001. <http://nwic-research.org/DOE%20PhaseII%20Vol3.htm>
2. Tidal Electric. <http://www.tidalelectric.com>
3. Gorlov, Alexander. "Development of the Helical Reaction
Hydraulic Turbine." Final Technical Report, July 1, 1996—June
30,1998. DE-FG01-96EE 15669.
4. Bonneville Power Administration. 1997 BPA Fast Facts. <http://www.bpa.gov>
5. The Bellingham Herald.
Thursday, December 28, 2000.
6. Seattle City Light. Customer Guide 1998-99. <http://www.ci.seattle.wa.us>
7. Blue Energy Canada Inc. 1111 Melville St, Vancouver, BC
V6E 3V6. (604) 682-2583. <http://www.bluenergy.com>
8. Marine Current Turbines Ltd. <http://www.marineturbines.com>
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