a wireless sensor network for structural monitoring (wisden)

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UNIVERSITY OF SOUTHERN CALIFORNIA Embedded Networks Laboratory 1 A Wireless Sensor Network For Structural Monitoring (Wisden) Collaborators: Ning Xu, Krishna Kant Chintalapudi, Deepak Ganesan, Alan Broad, Ramesh Govindan, Deborah Estrin, Jeongyeup Paek, Nupur Kothari Sumit Rangwala

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A Wireless Sensor Network For Structural Monitoring (Wisden). Collaborators: Ning Xu, Krishna Kant Chintalapudi, Deepak Ganesan, Alan Broad, Ramesh Govindan, Deborah Estrin, Jeongyeup Paek, Nupur Kothari. Sumit Rangwala. Background. Structural health monitoring (SHM) - PowerPoint PPT Presentation

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Page 1: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

1

A Wireless Sensor Network For Structural Monitoring

(Wisden)

Collaborators: Ning Xu, Krishna Kant Chintalapudi, Deepak Ganesan, Alan Broad, Ramesh Govindan, Deborah Estrin,

Jeongyeup Paek, Nupur Kothari

Sumit Rangwala

Page 2: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

2

BackgroundBackground• Structural health monitoring (SHM)

– Detection and localization of damages in structures» Structural response

• Ambient vibration (earthquake, wind etc)

• Forced vibration (large shaker)

• Current SHM systems– Sensors (accelerometers) placed at different structure location

– Connected to the centralized location » Wires (cables)

» Single hop wireless links

– Wired or single hop wireless data acquisition system

Page 3: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

3

MotivationMotivation• Are wireless sensor

networks an alternative?

• Why WSN?– Scalable

» Finer spatial sampling

– Rapid deployment

• Wisden– Wireless multi-hop data

acquisition system

Page 4: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

4

ChallengesChallenges• Reliable data delivery

– SHM intolerant to data losses

• High aggregate data rate– Each node sampling at 100 Hz or above

» About 48Kb/sec (10 node,16-bit sample, 100Hz, 3 axes)

• Data synchronization– Synchronizing samples from different sources at the base station

• Resource constraints– Limited bandwidth and memory

• Energy efficiency– Future work

Page 5: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

5

Wisden ArchitectureWisden Architecture

Challenges Architectural Component

Description

Reliable data delivery

Reliable Data Transport

Hybrid hop-by-hop and end-to-end error recovery

High data rate Compression Silence suppression

Wavelet based compression

Data Synchronization

Data Synchronization

Residence time calculation in the network

Page 6: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

6

Reliable Data TransportReliable Data Transport• Routing

– Nodes self-organize in a routing tree rooted at the base station

– Used Woo et al.’s work on routing tree construction

• Reliability – Hop-by-hop recovery

» How ?• NACK based• Piggybacking and

overhearing

» Why hop by hop? • High packet loss

NACK

Retransmission

NACK

Retransmission

NACK

Retransmission

Page 7: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

7

Reliable Data Transport (cont.)Reliable Data Transport (cont.)– End to End packet recovery

» How ?• Initiated by the base station (PC) • Same mechanism as hop-by-hop NACK

» Why ? • Topology changes leads to loss of missing packet information• Missing packet information may exceed the available memory

– Data Transmission rate» Rate at which a node inject data

• Currently pre-configured for each node at R/N– R = nominal radio bandwidth – N = total number of nodes

» Adaptive rate allocation part of future work.

Page 8: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

8

CompressionCompression• Sampled data significant

fraction of radio bandwidth• Event based compression

– Detect Event » Based on maximum

difference in sample value over a variable window size

– Quiescent period» Run length encoding

– Non-quiescent period» No compression

– Saving proportional to duty-cycle of vibration

• Drawback– High latency

Quiescent Period

Event Quiescent Period

Compression No Compression

Compression

Page 9: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

9

Compression For Low LatencyCompression For Low Latency• Progressive storage and

transmission– Event detection

– Wavelet decomposition and local storage

– Compression » Low – resolution components

are transmitted

– Raw data, if required available from local storage

• Current Status

– Evaluated on standalone implementation

– To be integrated into Wisden

Wavelet Decomposition

Quantization, Thresholding, Run length coding

Sink

Flash Storage

To sink on demand

Reliable Data Transport

Event

Low resolution components

Page 10: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

10

Data SynchronizationData Synchronization• Synchronize data samples at the

base station– Generation time of each sample in

terms of base station clock

– Network wide clock synchronization not necessary

• Light-weight approach– As each packet travels through the

network » Time spent at each node

calculated using local clock and added to the field “residence time”

» Base station subtracts residence time from current time to get sample generation time.

– Time spent in the network defines the level of accuracy

S

q AAq

A

q A +

q B

Bq

B

TA=T-(qA + qB) TC=T-(qC + qD)

qC C

qC

qC + q

D DqD

Page 11: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

11

ImplementationImplementation• Hardware

– Mica2 motes – Vibration card (MDA400CA

from Crossbow)» High frequency sampling (up

to 20KHz)» 16 bit samples» Programmable anti-aliasing

filter

• Software– TinyOS– Additional software

» 64-bit clock component» Modified vibration card

firmware

Page 12: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

12

Deployment ScenarioDeployment Scenario11

• Seismic test structure– Full scale model of an

actual hospital ceiling structure

• Four Seasons building – Damaged four-storey office

building subjected to forced-vibration

1Not presented in the paper

Page 13: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

13

Seismic Test Structure SetupSeismic Test Structure Setup• Setup

– 10 node deployment– Sampling at 50 Hz along three

axes– Transmission rate at 0.5

packets/sec– Impulse excitation using

hydraulic actuators• For validation

– A node sending data to PC over serial port (Wired node)

– A co-located node sending data to the PC over the wireless multihop network (Wisden node)

Page 14: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

14

Results: Frequency ResponseResults: Frequency Response

• Low frequency modes captured• High frequency modes lost

– Artifact of compression scheme we used

Power spectral density: Wisden node Power spectral density: Wired node

Page 15: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

15

Results: Packet Reception and LatencyResults: Packet Reception and Latency• Packet reception

– 99.87 % (cumulative over all nodes)

– 100 %, if we had waited longer

• Latency– 7 minutes to collect data for

1 minute of vibration

Page 16: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

16

Four Seasons BuildingFour Seasons Building• Setup

– 10 node deployment– Sampling at 50 Hz along

three axes– Transmission rate at 0.5

packets/sec– Excitation using eccentric

mass shakers

• For validation– Wisden nodes places

alongside floor mounted force-balance accelerometer (Wired node)

Page 17: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

17

Results: Frequency ResponseResults: Frequency Response

• Dominant frequency captured• Noise

– Sampling differences, force balanced accelerometer much more sophisticated, packet losses

Power spectral density: Wisden Node Power spectral density: Wired Node

Page 18: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

18

Results: Packet ReceptionResults: Packet Reception• Packet reception

– High data loss» Due to a bug

Page 19: A Wireless Sensor Network For Structural Monitoring (Wisden)

UNIVERSITY OFSOUTHERN CALIFORNIA

Embedded Networks Laboratory

19

Conclusions and Future WorkConclusions and Future Work• Wisden – A wireless data acquisition system that provides

– Reliable data collection– Supports high sampling rate– Data synchronization

• Future work– Adaptive rate allocation scheme– Integrating wavelet based compression– Power efficiency

• Wisden version 0.1 available at http://enl.usc.edu/

Thank you