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TITAN TRACKER: the new concept CPV Summit USA 2009 Carlos García García Engineer Manager - TITAN TRACKER Hotel Sheraton Mission Valley – San Diego February 3rd – 4th, 2009 ( Área reservada a imagen )

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Page 1: CPV Summit USA 2009

TITAN TRACKER: the new concept

CPV Summit USA 2009

Carlos García García

EngineerManager - TITAN TRACKER

Hotel Sheraton Mission Valley – San DiegoFebruary 3rd – 4th, 2009

( Área reservada a imagen )

Page 2: CPV Summit USA 2009

A CHANGE IN CONCEPT

� In 1968 Dick Fosbury invented a new way to do the high jump.

� He was the first athlete who used this new technique which led to him winning the gold medal in the Mexico Olympics

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winning the gold medal in the Mexico Olympics

� In this way, he beat Russian athletes who had been improving the conventional technique during previous years.

� Nowadays, all the athletes use the “Fosbury” technique.

Page 3: CPV Summit USA 2009

CONTENTS

1. BACKGROUND

2. RELIABILITY

3. ACCURACY

4. PROFITABILITY

5. BUSINESS MODEL5. BUSINESS MODEL

6. REFERENCES

3

Page 4: CPV Summit USA 2009

1. BACKGROUND1.1. Evolution

� At first, solar parks used FIXED systems

� Gradually, different systems appeared, with TRACKING:

� 1-AXIS tracking� 1-AXIS polar tracking� 2-AXIS tracking (mounted-pole)� 2-AXIS tracking (TITAN TRACKER)

•Mounted-pole

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� 2-AXIS tracking (TITAN TRACKER)

� Mounted-pole system is the most common one but lacks reliability because of its own conceptual characteristics

� Due to inertia and a lack of alternatives, despite its shortcomings, which were even more obvious for CPV, an attempt was made to use mounted-pole systems in CPV

•TITAN TRACKER

Page 5: CPV Summit USA 2009

1. BACKGROUND1.2. What would the ideal tracker be for CPV?

� Solar trackers are critical elementfor CPV installations. CPVtechnology needs trackers andvice versa.

� Nowadays, modules are beingmade that are adapted to theprecision of the trackers and notthe other way round.

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the other way round.

� So what would the ideal trackerbe like?

RELIABLE

ACCURATE

COST-EFFECTIVE

� TITAN TRACKER fulfils theserequirements.

TITAN TRACKER MOUNTED-POLE

ACCURACY > 0.01º < 0.1º

RELIABILITY ≈ FIXED << FIXED

COST << >>

Page 6: CPV Summit USA 2009

2. RELIABILITY2.1. The concept of TITAN TRACKER

� What sort of structures have demonstrated reliability during the history of engineering in the long term?

� Eiffel tower

� Electrical pylons

� Many examples

The Eiffel tower was built in

1889 during the Expo, with a

weight of 7,300 tons and 300 m

of height and was considered

the tallest construction of its

time

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� All these constructions have been made using 3D truss using screws, exactly as is done in TITAN TRACKER

� This manufacturing technique and the geometry of the design mean that TITAN TRACKER is practically as reliable as a fixed structure

Page 7: CPV Summit USA 2009

2. RELIABILITY2.2 Structure based on 3D truss

� The support structure is based on a 3D truss using mainly cold-formed sections of steel:

� Cold-formed and rolled

� Normalized and standardized

� Screwed

3D truss based on cold-formed sections

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� Screwed

� Hot galvanized

� These cold-formed sections have a perfectly tabulated and tested behavior under extreme loads

“C”-type cold-formed section

Page 8: CPV Summit USA 2009

2. RELIABILITY2.3 Structure using screws

� Structure based on screws, no welding, except when strictly necessary

� In this way, the following problems, which are usual in welding, can be avoided:

� Early corrosion� Residual strain

Detail of different joint elements

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� Residual strain� Specialized staff� Discontinuous galvanizing� X-raying of welding

TITAN TRACKER MOUNTED-POLE

STRUCTURE USES SCREWS WELDED

Screws, flanges and rivets

Page 9: CPV Summit USA 2009

2. RELIABILITY2.4 Five supports

� It is an obvious but crucial issue to assure reliability: Five supports

� 1 fixed support in the center (A)

� 2 non-driven rolling supports (B)

� 2 driven rolling supports (C)

Fixed supportA C

B

C

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Fixed supportA

B

“Driven” support

CC

“Non-driven” supportTITAN TRACKER MOUNTED-POLE

SUPPORTS 5 1

Page 10: CPV Summit USA 2009

2. RELIABILITY2.5 No bending moments or embedding

� The structure works without bendingmoments, only compressions on theground on the rolling supports andcompressions, traction and cuttingin the centre

� There is no embedding

� If we assume the presence of a load, q(wind effect) applied on the panel board ina vertical position, that load is transmittedto the ground through the structure andshared at the supports as the followingtypes of stress:

� Horizontal cutting on support C

� Compression on support A

� Traction on support C

TITAN TRACKER MOUNTED-POLE

BENDING MOM. NO YES

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WIND (q)

A C B A C B

Decomposition of the wind effect Equivalent System

� Traction on support CEMBEDDING NO YES

FOOTPRINT << >>

•<>

Page 11: CPV Summit USA 2009

2. RELIABILITY2.6 Minimal deformations in the structure

� The panel board is tightly secured to the structure:

� On the top bar of non-deformable truss

� At one point (pusher- spindle)

� For this reason, with TITAN TRACKER all possible deformations are less than about llll2, where llll would be a characteristic dimension.

Horizontal bar

Point- pusher (spindle)

TITAN TRACKER support elements: one line and one point

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be a characteristic dimension.

� In the mounted-pole, the panel board is supported only at two points situated on a projecting beam and one of those points is also a mechanism.

Point

TITAN TRACKER MOUNTED-POLE

PANEL SUPPORT BAR + POINT POINT

DEFORMATIONS < llll2 llll 3

ONE-SUPPORT FAMILY support elements: only one point

TITAN TRACKER support elements: one line and one point

Page 12: CPV Summit USA 2009

2. RELIABILITY 2.7. Structural calculations

� Structural calculations with windcoefficients according to thestandard NBE-EA-95, Basic Standardfor Steel Structures in Buildings,much stricter than the EU MachinesDirective:

� Calculations under unbalanced conditions in

Structural calculations of TITAN TRACKER

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� Calculations under unbalanced conditions invertical from wind loads

� Calculations under unbalanced conditions inhorizontal from wind load

� Calculated for the static loads in anyposition under the following windspeeds :

� 125 Km/h (78 Mph) for FPV

� 122 Km/h (76 Mph) for CPV.

Page 13: CPV Summit USA 2009

2. RELIABILITY2.8 High structural resistance

� High structural resistance, at any position of the panel boards, even in vertical.

� (1) Elevation angle formed by the panel (modules) and the vertical plane (see drawing) That way, we consider different positions 80º, 45º and 10º (the most unfavorable case)

� (2) Component is the part of the tracker considered for the calculations: the board (modules) and the body

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the calculations: the board (modules) and the body (support structure of the boards)

� (3) Average static wind load calculated for each m2 of the module in Kg/m2

� (4) Vertical imbalance in wind load considered in Kg/m2

� (5) Horizontal imbalance in wind load considered in Kg/m2

� (6) Horizontal static wind in km/h generating the average load give on each m2 of the solar module with the indicated inclination (based on wind coefficients of the Spanish standard NBE-EA-95)

� ≈ means that the data are only extrapolated from other detailed calculations. (*) With the board in the indicated position, it would support this static wind and also

the structure would support it

(**) With the board in the indicated position, a static wind of 216 Km/h would

exhaust it

Page 14: CPV Summit USA 2009

2. RELIABILITY2.9. High structural resistance

� High structural resistance, with any position of the panel boards, even vertical.

� Vertical unbalanced wind loads

� Horizontal unbalanced wind loads

Horizontal unbalanced wind load

14

Vertical unbalanced wind load

Page 15: CPV Summit USA 2009

2. RELIABILITY2.10 Independent driving and structure

� The driving and structure are completely independent.

� In this case, with TITAN TRACKER each element fulfils its function, the driving system just moves and the structure just supports.

Support

SupportDriving

Support Driving

Support

Support

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� In the mounted-pole systems, the driving system also acts as a support and it is even the joining element between the panel board and the structure.

Support

Driving and

support

Driving

Stress in the driving

Support

TITAN TRACKER MOUNTED-POLE

DRIVING and STRUCTURE INDEPENDENT DEPENDENT

STRESS << >>

MOUNTED-POLE: driving and structure are DEPENDENT

TITAN TRACKER: driving and structure are INDEPENDENT

Page 16: CPV Summit USA 2009

2. RELIABILITY2.11 No hydraulic driving

� The TITAN TRACKER driving is made using no hydraulics:

� Elevation: 2 electrical motor gears 120 W and pinion-toothed wheel with spindle (CPV)

� Azimuth: 2 electrical motor gears 90 W and pinion-toothed wheel. 1 drive-wheel is also an option.

Azimuth driving: pinion toothed-wheel

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� This prevents the typical problems with hydraulic elements such as:

� Loss of pressure� Loss of oil� Replacement of elements� Continuous maintenance� Low temperatures

Elevation driving: pinion toothed-wheel with spindle

TITAN TRACKER MOUNTED-POLE

HYDRAULICS NO YES

Page 17: CPV Summit USA 2009

2. RELIABILITY2.12 High resistance rolling supports

� TITAN TRACKER uses high-resistance technical wheels:

� Core made of steel

� Coating of high-resistance polyurethane

� Maximum capacity

Detail of a non-drive-wheel

Steel cores

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� Maximum capacity

� High resistance to abrasion

� Minimum deformations under compression

� High stock availability

� Global suppliers

Detail of a drive-wheel

Page 18: CPV Summit USA 2009

3. ACCURACY3.1 General issues

� The accuracy of TITAN TRACKER is determined by the effect of the:

� Control system

� Geometry of the driving

� Structure

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� TITAN TRACKER is designed to achieve extremely high accuracy, greater than 0.01º.

TITAN TRACKER MOUNTED-POLE

ACCURACY > 0.01º < 0.1º

Page 19: CPV Summit USA 2009

3. ACCURACY3.2 Control system

� The control system sends orders to the motor gears at any time.

� TITAN TRACKER uses a control solution specific for its typology: closed loop strategy based on algorithm and optical sensor

Optical sensor

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algorithm and optical sensor

� The control system has a characteristic accuracy of:

� 0.010º on cloudy days (analytical calculation)

� 0.006º on sunny days (optical sensor)

Page 20: CPV Summit USA 2009

3. ACCURACY3.3 Control system

� The Master control transmits to each tracker the results of the solar positioning calculations based on the data of latitude, longitude and solar time.

� The Slave control of each tracker analyses the information and takes the

� The concept of TITAN TRACKER and its structural geometry and driving system allow for easy self-calibration of the system according to parameters that are customized by the user

� The accuracy and other parameters are also easily customized by the user

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analyses the information and takes the appropriate decisions based on the solar radiation measured by the optical sensor:

� If low (cloudy day) the sun is tracked based on the master control data

� If high (sunny day) it automatically tracks the sun based on the work of its optical sensor

also easily customized by the user

� Valid for any latitude

Page 21: CPV Summit USA 2009

3. ACCURACY3.4 Driving with a long lever arm

� The driving system (azimuth) has a lever arm length of 10,000 mm (motor-gears on the outer sides) in the case of TITAN TRACKER

� The concept of mounted-pole systems uses only a lever arm length of about 200 mm. (50 times less)

Accuracy of the driving in azimuth

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� The accuracy is directly proportional to the length of the lever arm.

Length of lever arm 10,170 mm

Motor-gear

Motor-gear

TITAN TRACKER MOUNTED-POLE

LEVER ARM LENGTH 10,000 mm. 200 mm.

Page 22: CPV Summit USA 2009

3. ACCURACY3.5 Continuous movement

� With TITAN TRACKER, the long lever arm makes it possible to make a CONTINUOUS movement (azimuth) with only one start and stop every day

� In the case of mounted-pole systems the movement is DISCONTINUOUS, with thousands of starts and stops

TITAN TRACKER movement in azimuth (sun at 15º/h)

Deviation (º)

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with thousands of starts and stops every day. This leads to great stress in the mechanisms and seriously compromises its reliability.

� TITAN TRACKER is totally electrical and requires minimum power since it operates from the outer sides.

Page 23: CPV Summit USA 2009

3. PRECISION3.6 Comparative tracking

Deviation (º)

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TITAN TRACKER movement azimuth/elevation MOUNTED-POLE movement azimuth/elevation

TITAN TRACKER MOUNTED-POLE

MOVEMENT CONTINUOUS DISCONTINUOUS

CYCLES/DAY (*) 1 12,000

•(*) Cycles / day in azimuth with an accuracy of 0.01 at 40º latitude

Page 24: CPV Summit USA 2009

3. ACCURACY3.7 High structural stability

� High structural stability:

� Structure based on 3D truss with high rigidity which allows minimal deformations

� Under static wind speed of about 80 Km/h(50 Mph) the structure has a maximum deformation of about 10 mm in the corner

Illustration of the TITAN TRACKER structure

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deformation of about 10 mm in the corner of the panel boards, which is equivalent to a deviation of only around 0.05º

� Mounted-pole systems do not work under conditions of wind speed higher than 35-40 Km/h (22 Mph)

TITAN TRACKER MOUNTED-POLE

STOW POSITION Adjustable 40 Km/h

Page 25: CPV Summit USA 2009

4. PROFITABILITY 4.1 Dual-axis tracking (flat-plate)

� TITAN TRACKER can obtain up to 45% more energy than fixed systems, 40ºN latitude (Spain)

� Complete dual-axis tracking

� Minimum zenithal angle of 10º (1º in CPV)

� TITAN TRACKER: Starts from an elevation of 10º

αααα=10º

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� Most mounted-pole systems (flat-plate) have only partial dual-axis tracking since in most cases they start from an elevation of 30/35º

TITAN TRACKER: Starts from an elevation of 10º

MOUNTED-POLE: Starts from an elevation of 30/35º

αααα=30º/35ºTITAN TRACKER MOUNTED-POLE

ELEVATION from (flat-plate) 10º 30/35º

2-AXIS TRACKING (flat-plate) COMPLETE PARTIAL

Page 26: CPV Summit USA 2009

4. PROFITABILITY 4.2. Low-cost foundation

� Since the foundation does not operate with bending moments, it is very small, and there are therefore important savings in material.

� Formworks are not needed, and thereby, it is not necessary to have specialized staff.

Anchor bolts

26

Detail of the foundation

TITAN TRACKER MOUNTED-POLE

STEEL 1 Kg/m2 PV 5,5 Kg/m2 PV

CONCRETE 60 liters/m2 PV 95 liters/m2 PV

Consumption of materials

Mod. 122-219 ATR PRECISION

Concrete Steel

Track 9’60 m3 147 Kg

Footprint 3’90 m3 50 Kg

Total 13’50 m3 197 kg

Page 27: CPV Summit USA 2009

4. PROFITABILITY 4.3. Low-cost foundation

� The plot does not require any excavation work (no ditches) and it is formed directly on the ground.

� It is possible to an uneven surface in the raceway (drops in level)

� ± 20 mm. (flat-plate)

� ± 10 mm. (CPV)

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� ± 10 mm. (CPV)

Plot preparation

Page 28: CPV Summit USA 2009

4. PROFITABILITY 4.4 Capacity and use of the land

� High capacity:

� 211 m2 (flat-plate) expandable to 219 m2

� 219 m2 (CPV)

� Optimal balance between width and height (flat-plate) to make better use of the land with no shade In latitude 40º N and with αααα=11,5º E-W and

Detail of the separation between trackers

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40º N and with αααα=11,5º E-W and αααα=16,5º N-S the recommended separation between trackers is:

� 44 m E-W direction and� 31 m N-S direction

� For flat photovoltaic plates, in latitude 40º N, the ratio for land use is 6.46 m2 land/m2 panel, which is optimum for complete dual-axis tracking

Detail of the separation between trackers

Page 29: CPV Summit USA 2009

4. PROFITABILITY4.5 Structure made by CNC

� TITAN TRACKER has been designed to be manufactured mainly by CNC machines. For instance, cold-formed sections alone represent more than 70% of the total weight.

� CNC manufacturing provides a very high and flexible capacity, and even more traceability in the process

CNC machine in operation

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� Any metalworking firm can manufacture TITAN TRACKER with standard facilities and without specialized staff.

TITAN TRACKER MOUNTED-POLE

STRUCTURE USES SCREWS WELDED

MANUFACTURING CNC ?

Page 30: CPV Summit USA 2009

4. PROFITABILITY4.6 Pre-mounted structure

� TITAN TRACKER is usually supplied in the form of pre-mounted (panels already joined by screws in the plant)

� This makes transport easier and reduces assembly time on the site

� For assembly, only two non-specialized operators are required, assisted by a standard crane

Pre-assembly of TITAN TRACKER in the plant

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crane� The transport ratio is between 1 and 2 trackers

by standard truckOn-site assembly of TITAN TRACKER

Page 31: CPV Summit USA 2009

4. PROFITABILITY4.7 Screw-less module installation (flat-plate)

� TITAN TRACKER uses any kind of PV module technology, brand and dimensions

� The installation of the modules requires no screws in the case of a flat-plate. It is done on belts that are anchored with sliding staples, of the

Modular installation of TITAN TRACKER

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anchored with sliding staples, of the necessary width for the plate to be assembled.

� Since it requires no screws, assembly costs are reduced as well as the possibility of accidents to operators.

Page 32: CPV Summit USA 2009

4. PROFITABILITY 4.8 Standard supply and maintenance-free

� The rest of the components are standard and low cost with a tested and fully guaranteed performance:

� Machined parts (pinion-toothed wheels, spindle, etc)

� Cables, screws, rivets� Electrical panel

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� Electrical panel

� Moreover, maintenance-free components are used at the friction points (bearings, flanges, etc.)

� All these components are easily accessible and can quickly be replaced if necessary, since the driving and structure are completely independent.

Page 33: CPV Summit USA 2009

4. PROFITABILITY 4.9 Summary

� More energy production: complete elevation with start from 10 degrees (flat-plate) up to 45% more than fixed systems (40º latitude)

� More stiffness: five supports, supporting static wind speeds of up to 125 km/h (78 Mph) in any position

� More Reliability: using screws and galvanized 3D structure, no hydraulics

� Independence between structure and driving � Independence between structure and driving system: crucial for reliability

� High capacity: 219 m2 of net surface for cpvmodules

� Low-cost foundation: savings in materials (80% in steel and 35% in concrete)

� Easy & quick installation: screw-less module installation (flat-plate)

� Reduced maintenance: using technical materials maintenance-free

� Extreme accuracy, greater than 0.01 degrees (CPV)

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Page 34: CPV Summit USA 2009

5. BUSINESS MODEL5.1 General issues

� Licensing agreements:

�For construction or projects

�For territory/country

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� Direct supply:

� Supply of solar trackers EX WORKS

� Transport to the site

� Installation (*) as an option

•(*) It can also be installed by the client itself

Page 35: CPV Summit USA 2009

5. BUSINESS MODEL5.2 Licensing agreement

� Our business model is based mainly on licensing agreements, the most cost-effective option in order to develop a pipeline of solar projects.

� General issues of the agreement:

� Non exclusive right to manufacture, use and sell

� Territory or specific project

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� Territory or specific project

� Valid for 5 years, with an extension option

� Cost model:� Fixed initial payment

� Royalty per tracker

� If you are interested, please ask for further details of the “Basis of Agreement”

“Basis of Agreement” document

Page 36: CPV Summit USA 2009

6. REFERENCES

� The TITAN TRACKER concept was created in October 2006

� Nowadays, solar installations exist that use TITAN TRACKER with more than 15 MW in operation.

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� TITAN TRACKER has just completed a CPV project in the ISFOC installation www.isfoc.com

Solar Park in Eruela, Pedro Muñoz (Ciudad Real) Spain

Page 37: CPV Summit USA 2009

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The value of technology

•Carlos García•Sales Manager •[email protected]•+34 608 23 25 50

New website: www.titantracker.com