the underground m system mems sensors · the underground m3 system progress update: april 2007 mems...
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The Underground M3 SystemProgress Update: April 2007
MEMs Sensors
Department of Engineering, University of Cambridge
James Ransley, Gary Choy, Ashwin Seshia, Kenichi SogaDepartment of Engineering, Trumpington Street, Cambridge, CB2 1PZ
Overview
Attempts to measure Gary’s devices (initial prototypes)
Tronics Device design
Board Design for Bonded Chip Measurements
Progress with Mote interface etc.
Conclusions & Future Directions
Tronics Device Design
Attempts to measure Gary’s Devices
•Devices are definitely released – movement can be seen.
•Issues with maximum DC voltage – chip fails when a voltage of approximately 30V is applied – issue with grounding…
•The parasitic capacitance will probably mean that these devices cannot be measured. To confirm for certain, need to measure the device bonded up in a chip carrier.
Board Design for Bonded Chips
Circuit Simulations
-100
-80
-60
-40
-20
0
20
-92.5
-92
-91.5
-91
-90.5
-90
-89.5
104 105 106 107
Am
plitu
de (d
B)
Phase ( o)Frequency (Hz)
10fF
100fF
1pF
Gary’s Device assuming Q=2000 (vacuum conditions – vacuum chamber about to come online)
Tronics Device assuming Q=370 (a low estimate for the Q of these vacuum packaged devices…)
-100
-80
-60
-40
-20
0
103 104 105
Am
plitu
de (d
B)
Frequency (Hz)
-180-90
090
180
103 104 105
Phas
e (o )
Frequency (Hz)
10fF
100fF
1pF
Mote Interface
SCA103T-D04Inclinomter
5V Buried ZenerVotlage Reference:LT1236AIN8-5or similar withFET amplifier
Power in
Analog out 1
Analog out 2
Channel 1
Channel 2
Power in Reference in
3-10V DC to DCconverter
16 Bit A-D converter:LTC2489I or similar
YSI 44006thermistorto be supplied
Chip resistor10k 0.02%
Photoresistordigikey PDV-P7002or similar
Chip resistor10k 0.02%
PW1 (30)
ADC 6 (37)
PW2 (31)
ADC 5 (38)
Analog ground(1)
PW3 (32)
I2C Data (22)
I2C Clock (21)
I2C Data
I2C Clock
Analog ground(1 or 51)
51 p
in F
emal
e bo
ard
to b
oard
con
nect
orD
igik
ey P
art
H10
408C
T-N
D
Crossbow MicaZ MotesSensor Board Design
Initial attempts at looking at MicaZmote interfaces:
•Analog voltage measurement demonstrated
•Working on an A-D and digital interface
0
500
1000
1500
2000
2500
3000
0 15 30
Vol
tage
(mV
)
Time (minutes)
Conclusions & Further Work
Gary’s devices may not be measurable – will try once more with new board and vacuum setup when operational.
Tronics devices will arrive at the end of April – these should be much easier to measure and to work with because of wafer level vacuum packaging.
Initial experiments with interfaces to motes performed, eventually this will help with interfacing strain sensors with the motes.
Vacuum measurement facility and custom measuring board will be operational soon.
Underground M3, Barcelona, Apr 2007IMM Bologna
Underground M3 periodic meeting (6Underground M3 periodic meeting (6thth month)month)
IMM BolognaIMM Bologna
Institute of Microelectronics and Microsystems (IMM) Bologna Unit
A. Roncaglia
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Underground M3, Barcelona, Apr 2007IMM Bologna
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• Strain sensors: design and modelling of resonant DETFs.
• Process flow for sensors’ fabrication.
• Development of basic process steps: spacers technology, anti-stiction, DRIE etching, polysilicon interconnections.
• Conclusions – next actions.
OUTLINE
Underground M3, Barcelona, Apr 2007IMM Bologna
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DETF electrical model
v1 v2
GND
d0
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Process simulation - 1
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Process simulation - 2
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Development of basic process steps
• Surface micromachining with sacrificial oxide and anti-stiction procedure.
• Spacer technology for gap reduction
• Optimized DRIE recipe for anisotropic silicon micro-machining.
• Realization of heavily doped polysilicon interconnections on high steps.
Underground M3, Barcelona, Apr 2007IMM Bologna
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STICTION on MEMS Materials
• The phenomenon is meanly due to the attractive interfacial forces induced by capillarity, van der Waals and electrostatic forces
• The stiction can occur during fabrication (release stiction) or during application (in-use stiction).
• Permanent adhesion of suspended structures on a substrate when the surfaces contact each other
Underground M3, Barcelona, Apr 2007IMM Bologna
Thin films on siliconDry etchingWet etching Residual water dropsCapillary forcesStiction
8
The problem of stiction
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Anti-stiction procedure
E. Forsén, Z.J. Davis, M. Dong, S.G. Nilsson, L. Montelius, A. Boisen, “Dry release of suspended nanostructures”, Microelectronic Engineering, 73-74 (2004), pp. 487-490
Sacrificial oxide etching (BOE)
Deionized water rinse (no sample drying)
Acetone immersion
Add photoresist until saturation
Sample spinning for excess resist removal
Soft bake
Complete resist removal with oxygen plasma
Underground M3, Barcelona, Apr 2007IMM Bologna
Thin filmsDry etchingWet etchingWater rinseAcetone rinseAcetone rinseAcetone rinseAcetone rinseAcetone rinsePhotoresistDry release (O2 plasma)
10
Anti-stiction process
Underground M3, Barcelona, Apr 2007IMM Bologna
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Anti-stiction test: process 1
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Anti-stiction test 1
1100 oC - 60 min.920 oC
1100 oC - 60 min1000 oC
AnnealingPREDEP (POCl3)
Polysilicon doping and annealing conditions
Mask details
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Anti-stiction test 1 – released structures
Released polysilicon
Sacrificial oxideSi bulk
Stuck structure
Released structure
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Anti-stiction test 1: effect on narrow poly beams
With no anti-stiction
With anti-stiction
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Anti-stiction test 1: effect on wide structuresWith no anti-stiction
With no anti-stiction
With anti-stiction
With anti-stiction
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Anti-stiction test 2: process flow
Yao-Joe Yang, Wen-Cheng Kuo, “A novel fabrication method for suspended high-aspect-ratio microstructures”, J. Micromech. Microeng 15 (2005), pp. 2184-2193.Noel C. MacDonald, “SCREAM MicroElectroMechanical Systems”, Microelectronic Engineering 32 (1996), pp. 49-73
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Anti-stiction test: iso etching (SF6 plasma)
Mask detailsIsotropic etching (2 mins)
CVD oxide
Silicon
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Anti-stiction test: iso etching (SF6 plasma)
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Anti-stiction test 2: released single-crystal silicon beams
No stiction observed on single-crystal silicon ! → anti stictionnot applied
Underground M3, Barcelona, Apr 2007IMM Bologna
Spacers technology: process flow
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Underground M3, Barcelona, Apr 2007IMM Bologna
Spacer technology: results
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Underground M3, Barcelona, Apr 2007IMM Bologna
Process parameters1800 W
60 W (LF)
10 °C
300 sccm
150 sccm
7/2
Source power
Substrate Power
Temperature
SF6
C4F8
Cycle
Optimized DRIE Recipe
22
Underground M3, Barcelona, Apr 2007IMM Bologna
Polysilicon connections on high steps
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Underground M3, Barcelona, Apr 2007IMM Bologna
Polysilicon Interconnections: results
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Conclusions
• Surface micromachining/anti-stiction ok
• Spacer technology ok
• DRIE silicon micromachining ok
• Polysilicon interconnections ok
• Mask design/modeling ongoing
MEMS Inclinometer
The University of Cambridge(The University of Tokyo)
Taro Uchimura
MEMS Inclinometer SCA103/100TMEMS inclinometer: SCA103T-D04 (VTI Technologies)
Direction: 1-Axis (2-Axis in 1 direction); Range: -0.26 to 0.26 g (-15 to 15 degree); BW = 8-28 HzSensitivity: 16 volt/g; Resolution: 0.0013 degree (analog I/F at 10 Hz), Sensitivity: 6554 LSB /g; Resolution: 0.009 degree (digital SPI I/F)Output Noise Density: 0.0004 degree/√Hz at DC to 100 HzPower supply: 5 volt x 4 - 5 mA; Price: 36GBP (2 pcs)
High resolution
Small package(12 pin DIP IC size)
Low power consumption
Low Price
Moving electrode
Sensitivedirection
Fixed electrode
Capacitance is measured
Possible mechanisms:
0. 023mg, 4.68 arcsec -> (0.37V)
MEMS Inclinometer SCA103/100T(cf:) SCA3000-D01/D02Direction: 3-Axis;Range: -2 to 2 g (360 degree); BW = 45 HzSensitivity: 1333 LSB /g; Resolution: 0.75mg = 0.04degree (digital SPI/I2C I/F)Noise: 3 mg RMSPower supply: 2.35-3.6 volt x 0.48-0.65 mA; Price: 15 GBP (2 pcs)
(cf:) ADXL202E *** installed in MTS310 ***Direction: 2-Axis; Range: -2 to 2 g (360 degree); BW = 6000 HzSensitivity: 11% /g (Digital Duty Cycle I/F),
167mV/g (analog I/F, at Vcc = 3V), 312mV/g (analog I/F, at Vcc = 5V)Noise: 0.2 mg/√Hz RMS (max: 1 mg/√Hz RMS)Power supply: 3.0-5.25 volt x 0.60 mA (max: 1mA); Price: 34.5 or 28.5 GBP (2 pcs)
(cf.) Schaevitz Accustar P/N 02111002-000)Range: = ±60deg, Sensitivity: 0.001deg Pow.= ±9V x 6mA, 100GBP)
(cf) Digital Q Tilt 200 (OYO) : Servo-type inclinometerSensitivity: < 10 sec = 0.0028 deg = 0.05 mg
(cf) Inclinometers for seismology: Sensitiity = 1μg ← Higher by three order.
MEMS Inclinometer SCA103/100T
SCA103T
GND
+5V
MICAz
Power control
ADC(16bit)
Battery
I2C
Analogoutput
SPI(Digital output)
Power supply monitor
Possible connection between SCA103T and MOTESupported by MDA300 or original design
SPI interface is alreadyused for MICAz system
GND
+3VBattery
Fiber Optics strain measurement
MEMS inclinometer
15m
MEMS Inclinometer for Slope (London)
SCA100T-D01( Direction: 2D,
Sens.= 0.0025deg, Range = ±30deg, Pow.= +5V x 5mA, 8100yen)
MEMS inclinometer
15m
MEMS Inclinometer for Slope (London)
MEMS Inclinometer for Slope (London)
MEMS inclinometer
15m
MEMS Inclinometer for Slope (Tokyo)
傾斜
土壌水分
MEMS inclinometer
Volumetric water content meter
MEMS Inclinometer for Slope (Tokyo)(1) Displacement: Inclinometer (VTI Technology, SCA100T-D01) MEMS
(Sens.= 0.0025deg, Range = ±30deg, Pow.= +5V x 5mA, 8100yen)(2) Water condition: Volumetric water contents (DECAGON ECH2O EC-5)
(Accu.=0.003m3/m3, Range ~ 0-100%, Pow.= 3V x 10mA, 15000yen)(3) Wireless data transfer: (Nippo Electronics, PL2130B: Not changed)
and, Cell Phone network (KDDI, JAPAN). Long distance data transfer.(4) Power supply: 4 x AA alkaline batteries, (> 1 year)(5) CPU: TI, MSP430-F169 (Pow.= 3V x 330mA at active, 2mA at sleep, 8000yen with test board)(6) Backup Memory: SD/MMC memory(7) Cost of parts: 40000 yen (170GBP) / point < 1/10 of similar system in market
Inclinometer
CPU Wireless data transfer unit
Power unitInclinometer
Water content meter
MEMS Inclinometer for Slope (Tokyo)
Wireless data transfer
Soil moisture sensor
InternetEasy installation : (< 30 mins work)
(with Public Work Research Institute : Tsukuba, Japan)
25cm
0
1
2
3
4
5
6
7
8
9500 9700時間(分)
変位
(mm
)
10:00:00
9:15:00
降雨開始時刻9:00:00
10:45:00
ユニット2
ユニット1
崩壊(下部)10:54:00
崩壊(上部)12:10:00
ユニットの足元が滑る
ユニットが前に転倒する
ユニットの足元が滑って転倒した
10:27:00
Incl
inom
eter
s (m
m/2
00m
m)
Inclinometers detected abnormal behaviorsmore than 30 minutes before failure.
Elapsed time (min) Failure at lower part
Failure at upper part
Rainfall started(15 mm/hr)
Upper sensor unit
Lowersensor unit
Unit leaned forward
Unit leaned backward
Unit leaned backward
MEMS Inclinometer for Slope (Tokyo)
TEST 2005
250000 255000 260000 265000 270000 275000-10
-5
0
5
10
15
20
25
30
35
40
ユニット4
ユニット3
ユニット2
時間(秒)
変位(mm)
ユニット1
降雨開始
下部にクラック
転倒
崩壊まで約30分
予兆無く転倒
周囲のクラックとともに変化
下部崩壊
But the behaviours before failure are not Always the same……
MEMS Inclinometer for Slope (Tokyo)In
clin
omet
ers
(mm
/200
mm
)
Elapsed time (min)
Failure at lower part
Rainfall started(15 mm/hr)
Leanedwith cracking
Lower unit
Crack atlower part
Leaning forward
Sudden move
30mins
Upper unit
Middle unit
Middle unit
TEST 2006
Stability of sensor output
18000 18600 19200 19800 20400 21000 21600 22200 22800 23400 24000
1.242
1.244
1.246
1.248
1.250 0.001 V = 0.00025 g = 0.014 deg(Voltage is 1/2 of sensor output)
Test: 061227Inclinometer is on with ADC for 10 times x 50 ms before data transfer every 30 sec.0.1µF capacitor for inclinometer VoutX.No LED flushing.Data transfer for every 30 sec.Vbat = C alkalyne x 4 cells.
Inclinometer X Vout(with 0.1µ F capacitor)拡大図
Time (s)
Incl
inom
eter
(vol
t)
F
0 21600 43200 64800 86400 108000 129600 151200 172800
1.244
1.246
1.248
1.250
1.252
1.254
1.256
1.258
1.260
1.262
1.264
1.266
1.268
1.270
Inclinometer X Vout(with 0.1µF capacitor)0.001 V = 0.00025 g = 0.014 deg(Voltage is 1/2 of sensor output)
Test: 061227Inclinometer is on with ADC for 10 times x 50 ms before data transfer every 30 sec.0.1µF capacitor for inclinometer VoutX.No LED flushing.Data transfer for every 30 sec.Vbat = C alkalyne x 4 cells.
Start at 19:35
Time (s)
Incl
inom
eter
(vol
t)
F
End at 07:40
0 21600 43200 64800 86400 108000 129600 151200 172800
6
8
10
12
14
16
18Open windows
Heater off.OutingCooking
Test: 061227Inclinometer is on with ADC for 10 times x 50 ms before data transfer every 30 sec.0.1µF capacitor for inclinometer VoutX.No LED flushing.Data transfer for every 30 sec.Vbat = C alkalyne x 4 cells.
Time (s)
Tem
pera
ture
(C)
EStart at 19:35 on 26 Dec 06
End at 07:40
Heater on
Return home,Cooking
Stir room air
Close windows,Heater on.
Thank you
OBJECTIVESMitigation of rainfall-induced slope failures- There are countless number of potential landslides in Japan.- However, most of them are relatively small-scale landslides on the surface. (Large slide with circular slip surface are rare.)→We cannot pay for each of small potential slopes.
Low-cost, simple warning system is needed.→ Then, local residents can install them as self-defense activities.
Low-cost systems are also acceptable in developing countries.
http://upload.wikimedia.org/wikipedia/commons/2/22/Southern_Leyte_mudslide_2006_pic01.jpgHuge scale landslide (2006.2 Leyte, Philippines)
Small scale landslide (2005.9 Kagoshima, JAPAN)
METHODS# Screening of minimum measuring points:
(1) Displacement and (2) Water condition at the Toe of Slopes.
# Simple and low-cost measuring devices:(1) Displacement:
Extensometer Inclinometer MEMS Inclinometer
(2) Water condition:Suction Volumetric water contents
# Wireless system:(3) Data transfer: Wired Wireless (short distance)
Wireless (cell phone network)
(4) Power supply: Wired Battery drive(low power devices, power saving control)
●Orense, Farooq, Towhata et al.(The University of Tokyo:~2003)
METHODS (screening of measurement)
0
5
10降雨による模型斜面崩壊実験
変位cm
法尻部の変位 地表
深さ5cm
0.0
0.25
0.50含水率
斜面中の 水分含有率
飽和度90%相当
0.0
4.0
8.0
0 1000 2000 3000 4000 500
間隙水圧
kPa
降雨時間(秒)
斜面中の 間隙水圧
Artificial rainfall tests on slope models
High water content, and slow displacementat the toe of slope can be a signal of failure.
P. W
. P.
(kPa
)W
ater
vo
lum
e (%
)D
ispl
acem
ent
(mm
)
At slope toe Surface
Inside
Sr = 90 %
Pore water pressure
Elapsed time (sec)
METHODS (extensometer inclinometer)【Observation of displacement】(1) Extensometers
Absolute displacement can be measured (some mm/hour order).But, very hard and expensive to install and to maintain it.
(One end of extensometer wire is fixed to an immobile point far from the point to be observed.)
(2) Inclinometer ← BETTER CHOICEThe absolute value of displacement can not be observed.But, easy to install and maintain. (Just installing the sensor at the point to be observed.)
Immobilepoint
Point to be observed
Extensometer’s wireInclinometer
【Observation of soil moisture】(1) Measurement of suction
(Mechanical parameter which affects the slope stability.)
(2) Soil moisture sensor (Volumetric water content) ← BETTER CHOICE(Indirect parameter to evaluate the slope stability.But, low-cost, stable, and maintenance free.
Suction sensor
Soil moisture sensor
Pore water pressure sensorceramic cap
Inner part must be filled with no-gas-containing water
METHODS (suction water contents)
PROTOTYPE in 2005(1) Displacement: Inclinometer (Schaevitz Accustar P/N 02111002-000)
(Sens.= 0.001deg, Range = ±60deg, Pow.= ±9V x 6mA, 24000yen)(2) Water condition: Volumetric water contents (DECAGON ECH2O EC-10)
(Accu.=0.03m3/m3, Range ~ 0-100%, Pow.~ 3V x 3mA, 20000yen)(3) Wireless data transfer: (Nippo Electronics, PL2130B)
(2.4GHz, 57.6kbps, Pow.= 3V x 23mA at active, 0.3-10µA at sleep, communication distance ~70m, 12000yen)
(4) Power supply: Wired (Power save management was not achieved.)(5) CPU: Microchip/Akizuki, AKI-PIC877 (Pow.= 5V x 600µA, 1700yen)(6) Cost of parts: 60000 yen (260GBP) / point < 1/10 of similar system in market
CPU
Wireless data transfer unit
Inclinometer
PROTOTYPE in 2005
Easy installation : (< 30 mins work)
Data is sent wirelessly
25cm
Soil moisture sensor
Inclinometer &Micro conputer
Wireless data transfeunit
ROADMAP in 2006, and after2006~ Now working in Tokyo. : (More low-cost, low power, small devices)(1) Displacement: Inclinometer (VTI Technology, SCA100T-D01) MEMS
(Sens.= 0.003deg, Range = ±30deg, Pow.= +5V x 6mA, 8100yen)(2) Water condition: Volumetric water contents (DECAGON ECH2O EC-5)
(Accu.=0.003m3/m3, Range ~ 0-100%, Pow.= 3V x 10mA, 15000yen)(3) Wireless data transfer: (Nippo Electronics, PL2130B: Not changed)
and, Cell Phone network (KDDI, JAPAN). Long distance data transfer.(4) Power supply: Battery drive (> 1 year with 4 x AA alkaline batteries)
Full wireless is achieved.(5) CPU: TI, MSP430-F169
(Pow.= 3V x 330µA at active, 2µA at sleep, 20000yen with development board)(6) Backup Memory: SD/MMC memory(7) Cost of parts: 60000 yen (260GBP) / point < 1/10 of similar system in market
2007~(3) Wireless data transfer: Nippo Electronics will modify PL2130B.
(Lower frequency 430MHz Lower power consumption, longer communication distance ~300m)
(5) CPU: Special board is designed. Only CPU chip (1500yen) is needed.preparing for mass production.
VERIFICATION (with prototype 2005version)
(with Public Work Research Institute : Tsukuba, Japan)
20cm
20cm
25cm
25cm
80cm
Artificial rainfall tests on 1 m-height models of embankment are conducted to verify the workability of sensor unit. (15 mm/hr)
Thanks to Mr. MORI’s lab.
VERIFICATION (with prototype 2005version)
10
15
20
25
30
9600 9650 9700 9750 9800 9850
時間(分)
体積含水比
(
%
)
降雨開始時刻9:00:00
10:54:00崩壊(下部)
12:10:00崩壊(上部)
ユニット1
ユニット2
Soil moisture meter also responsed, but it is sensitive to the position of installation.
Failure at lower part
Failure at upper partRainfall started
(15 mm/hr)
Upper sensor unit
Lowersensor unit
Vol
umet
ric w
ater
con
tent
(%)
Elapsed time (min)
VERIFICATION (with prototype 2005version)
Verification test on large-scale slope model(3m height)
Erosion started from the toe, then gradually moved toward the top of the slope
(Cooperation: Public Work Research Institute : Tsukuba, Japan)
VERIFICATION (with prototype 2005version)
5.5 6.0 6.5 7.0
0
2
4
6
8
10
(レンジオーバー)
CH 7 まで侵食
CH 8 まで侵食
CH 9 まで侵食
CH10 まで侵食
CH7CH8
CH9
Time = 0: 2006/3/30 16:30:00
Time (day)
Rel
ativ
e di
spla
cem
ent (
mm
) Cli3 Cli5 Cli9 Cli10
CH10
The inclinometers detected abnormal changes before the erosion proceeded the place of sensor unit. But, their trend of behaviors are case-by-case.
Rainfall started
Eroded to Ch10 Eroded to Ch7
Eroded to Ch8
Eroded to Ch9
OTHER TASKS・Empirical & theoretical background:
Data accumulation for long-term at various places, andTheoretical understanding of the mechanism of the inclination on slope surface.
A logic to translate the data from inclinometer to conventional extensometeris needed.
・Installation and operation:Technical matters:
Which slopes should be observed?Where on the slope the sensor unit should be installed?Durability and reliability for long period of time should be verified.
Management:Who will install and operate the disaster mitigation system?Who will pay for the cost?
・Further options for hardware:Power supply (Battery Solar cell? More advanced “Power Harvest”??)Data Transfer (Short wireless & Cellular phone Satellite communication?? )More intelligent control of communication?? (like IMOTE)Other usage: Useful as a universal data logging system by replacing the sensors. Development of new sensors: (ex. MEMS for suction measurement??)
The Underground M3 SystemProgress Update: April 2007
Power Harvesting
Department of Engineering, University of Cambridge
James Ransley, Gary Choy, Ashwin Seshia, Kenichi SogaDepartment of Engineering, Trumpington Street, Cambridge, CB2 1PZ
Overview
Mote Power Consumption.
Available Power Sources in the tunnels.
Discussion of each available source.
Summary, conclusions and further work.
How much power do we need?Crossbow MicaZ
Cycle Duration/mins 30 Battery Capacity/mA-hr 3000 Battery voltage 30.5
Radio Receive Radio TransmitLogger Write Logger Read
Current /µA Time /hr
Current /µA Time /hr
Current /µA Time /hr
Processor 8000 0.01 0 0 8 0.49 167.84 503.52Radio 8000 0.0075 12000 0.0025 2 0.49 181.96 545.88Logger 15000 0 4000 0 2 0.5 2 6Sensor Board 5000 0.01 0 0 5 0.49 104.9 314.7
TOTAL 456.7 1370.1Battery Life /months 8.99
Mean Power /µW
Operation 1 Operation 2 Sleep Mean Current /µW
0
5
10
15
20
0 10 20 30 40 50 603A-h
Bat
tery
Life
time
(mon
ths)
Mean Cycle Time (minutes)
0
2
4
6
8
10
12
14
0 10 20 30 40 50 60Po
wer
Con
sum
ptio
n (m
W)
Mean Cycle Time (minutes)
Power sources Available in Underground TunnelsLights – on in engineering hours.
Rail/Sleeper Deflection as a result of weight of the train.
Ambient vibrations from passing train.
Wind/Pressure difference as train travels down tunnel
Electromagnetic radiation produced by current spike from live rail as train passes
Temperature gradients?
Rails/rail pads warm after passing train?
Note that for a given power source the ‘duty cycle’ as well as the power available is important – what counts is the average power harvested.
Electromagnetic Power Harvesting
•London underground is operated from a DC live rail.
•Current spikes of 100’s of Amps over 10s occur when a train passes.
•Mean field density of only approximately 6mT through cm sized yoke.
•Harvestable power ~10µW from a 20cm long section while a train is passing.
•Situation is even worse if the rails have a high permeability (like iron!) – which is likely the case.
Light Harvesting & Related
•Existing product - Heliomote
•100 mWcm-2 (directed toward sun)
•100 μWcm-2 (illuminated office)
•London Underground – Probably Much Less!
•May be useful in over ground sections…
Solar Panels:
•Replace Bulb with a socket splitter – take power from one output and put second bulb in a second output.
•Are there any Health and Safety issues?
•Would need at least some wiring for locations away from tunnel edge.
Peter’s Solution:
Wind/Pressure Differences
Priya – UT Arlington
•Piezoelectric wind harvesting 100 μWcm-2
•With small turbines piezoelectric generators are apparently more efficient (18% efficiency) than electromagnetic generators (1% efficiency).
•NSF grant holder – possibility of collaboration?
Holmes – Imperial
•Miniature MEMs wind turbine: 1Wcm-2.
•Requires 30 litres/min air flow & 8 bar pressure difference.
•Unlikely to be able to create an 8 bar pressure difference…
Kinetic Energy of air at 30mph = 1.7Wcm-2
Temperature Gradients
•Thermoelectric effect employs temperature gradients to generate a voltage and hence a current.
•Seiko thermic watch on left is powered by temperature difference of between 1 and 3oC
• Thermo life generator with ∆T=5K: 60 μWcm-2.
•Probably not practical for our application – no large areas of significant temperature difference all year round…
Rail/Sleeper DeflectionParadiso MIT:
•Electromagnetic ‘heel strike power harvester.
•7W potentially available from walking, 100’s of mW demonstrated.
•Piezoelectric version also made (more comfortable!).
Railway equivalent:
•Rail deflects through 1mm with a force of 20kN every time an axel passes – this represents 20J per axel – approx 200J per train.
•With 1 train every 10 minutes on average this represents 0.3W – lots of power – again 100’s of mW
•Disadvantage: wiring would be needed from the rail to the location of the mote…
Vibrational Harvesting
Existing Porducts: Perpetuum Harvesters
•Enclosed unit that harvests power from ambient vibrations.
•May be possible to operate using ambient vibrations caused by passing trains – so in principle could operate all around the tunnel & be integrated with motes.
•mWcm-3 reported at 100Hz.
•Perpetuum existing product: 10mW power from a 55mm diameter by 55mm height device at vibration amplitudes of 400µm.
•Already have some contact with Perpetuum.
•Work is ongoing to develop a similar device in Cambridge with a more extended frequency range.
Summary
Y130µW0.091.5mW50 ×50Thermoelectric‡
Y600mW0.096.7W?Rail Deflection
0.09
0.09
0.13
0.13
0.09
Duty Cycle*
0.88mW
130mW
Unlimited
«300µW
0.9µW
Net Power
10mW
1.6W
Unlimited
«2.5mW
10µW
OperatingPower
55×55
50 ×50
NA
50 ×50
200×150×10
Device Size (dimensions mm)
NVibrational
NWind Based Device †
YLight Socket Splitter
NSolar Panels
YElectromagnetic Harvester
Wiring to Mote?
Device
*assuming trains passing for 30s every on average every 5 minutes during running times† assuming 18% efficiency and 10mph wind speed at tunnel edge ‡assuming ∆T=5K
Conclusions and Further Work
Three routes to proceed identified:
•Wind
•Vibrations
•Semi-wired via light sockets
James to work on vibrations.
Light socket option to be investigated in collaboration with infrastructure owners.
Wind – pursued in collaboration with others?