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Data Management for Mobile Services:

Location Tracking and Geo-Content Modeling

Christian S. Jensen

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Outline

Mobile services

Tracking

 Problem setting  Basic tracking

◆ Point-based, vector-based, and segment-based tracking

 Improvements to basic tracking

◆ Network segmentation, use of routes and acceleration profiles

Routes (and destinations) as context

 Route acquisitioning and provisioning  Data structures

 Algorithmic aspects  Empirical studies

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Introduction

We are at a unique point in history.

 Ubiquitous, or pervasive, computing1 is becoming practical.

 The situation is not unlike the one that brought about companies

such as Apple Computers and Microsoft, although many more technologies are converging.

 Hardware technologies advance rapidly and are important drivers.

This is being termed the third wave in computing.

An infrastructure is emerging where objects we really care

about are geo-positioned and on-line.

Mobile services that exploit this infrastructure are part of

the picture.

____

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Enabling Foundation (1)

Continued miniaturization of electronics technologies.

 Leading to invisible, unobtrusive, highly portable electronics.

Continued advances in positioning technologies.

 GPS offers tennis court size precision.

 Server-assisted GPS is even more accurate.

 Other technologies exploit existing wireless communication

infrastructures.

 Network-assisted GPS reduces power consumption.

 The E911 mandate and similar Asian and European political

initiatives also drive the development.

 The Galileo system is underway.

 Leads to low-cost, accurate positioning.

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Enabling Foundation (2)

Continued advances in wireless communications.

 Perhaps most prominently, the bandwidth is increasing.

Continued advances in human-machine interfaces.

Improved performance of general computing hardware.

 Faster processors and higher-capacity main memories and disks.  More energy-efficient.

General improvement in the performance/price ratio.

 The technologies become increasingly affordable.  Promises widespread use.

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The Bicycle Analogy

How fast would a bicyclist be able to drive if Moore

s Law

applied to bicycles?

 30 years of doubling every 18 months  30 km/h originally

 31,457,280 km/h now

 With this speed, Tour de France can be completed in a fraction of

a second.

Three lessons

 Humans don’t really improve.

 The sustained growth rates in computing technologies are, in fact,

dramatic and difficult to imagine.

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Service Types (1)

Traffic and traffic-management related services

 Emergency vehicle dispatching

 Spatial pay per use, i.e., metered services: car taxes, fees

 Road pricing generalized: payment based on where, when, and

how much one drives

 Example: UAE project

Points of interest services, push services

 Finding the most convenient gas station

 Safety-related services: warnings about accidents, slow-moving

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Service Types (2)

“Safety”-related services

 Location services for senile senior citizens in Japan

 Monitoring of tourists traveling in dangerous environments,

reacting to emergencies

 Prisoners serving time at home  Monitoring of traffic offenders  Tracking of hazardous cargo

Games and ”-tainment” (edu-, info-, enter-)

 Treasure hunting  Catch the monster  Paintball

 Escape the monster  Tell me about that!

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By capturing pertinent aspects of reality

in the computer – in semantically rich

and appropriately organized structures

and with powerful update and retrieval

techniques available – an ideal

foundation for delivering a wide range of

services is obtained.

Tracking and geo-context awareness are

fundamental and will be used in many

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Problem Setting

Objective: To reduce cost of communication between

client and server and server-side update, client-side costs

Aim: To track moving objects with accuracy guarantees

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11 Client Server compare with GPS send update receive settings store settings [new connection] store update data [finish] get GPS

[within threshold th] [out of threshold th]

[continue] update DB find road [segment based tracking] receive update predict position [old connection]

Tracking Approach

send new prediction [not segment based tracking]

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Oracle-based implementation

 Ideal for testing implementations of the algorithmic aspects of the

techniques.

 Well suited for experiments with pre-recorded data where the

numbers of updates needed by the different techniques are studied.

Real implementation

 Involves a central server, mobile terminals, GPS receivers  More complex than the centralized implementation

 Offers the ultimate poof of concept

 Offers insight into the specifics, exposing possibilities and

limitations, e.g., network delays

 Enables more detailed cost modeling, e.g., of data transmission

cost and server and client side loads

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Mobile Phone Implementation

Client

 Nokia 7650 (3650)  Bluetooth GPS receiver  Symbian 60  SVG viewer

Server

 Tomcat  Servlets  Oracle

 Maps from the Danish

Survey and Cadastre (web service)

 Road network from the

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Experimental GPS and Network Data

GPS Data – The INFATI Data is used for evaluation

 GPS receivers and computers installed in cars

 GPS coordinates are registered every second for ~6 weeks  The data used has ~100,000 records per car and ~458,000 in

total

Digital Road Network

 Each segment corresponds to the road in-between two crossroads  The geometry of a segments is represented as a polyline

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Map Matching and Inaccuracies

Map matching is used in segment based tracking

Non-trivial due to GPS and digital road network inaccuracies

Green dots: GPS

coordinates

Red dots: map matched

GPS coordinates

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Comparison of Tracking Techniques

0 15 30 45 60 75 90 105 40 70 120 200 250 320 500 1000 Threshold (m) A ve ra ge T im e D u ra ti on B et w ee n C on se cu ti ve U p d at es (s ec ) Vector Policy

Segment Based Policy Point Policy

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Segment-Based Method – Details

0,00 2,00 4,00 6,00 8,00 10,00 40 70 120 200 250 320 500 1000 Threshold (m ) U p d at es % o f 45 82 27

Segment Based Policy

Updates Caused by the End of Segments

Updates Caused by Speed Sw itches to the Vector Policy

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Network Segmentation

Goal: Create longer segments, yielding fewer segment

changes.

StreetID based modification

 Connect segments with the same StreetID

 Try create segments that are as long as possible.  Segments then tend to correspond to named streets.

Tails based modification

 Distinguishes between main streets and side streets, termed tails  Defines a tail level for each segment and gives preference to

segments with high tail level, thus avoiding dead-ends

Direction based modification

 Assumes that most vehicles tend to go as direct as possible

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Results:

Reduction in segments:

15,000 to 5,800

Average segment

length increase:

174m to 450m

StreetID segmentation

StreetID segmentation

Tails based segmentation

Direction based segmentation

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Results – Using Network Segmentation (1)

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Use of Routes

Users follow routes to reach their destinations.

If we know the current route of a user, we can avoid

segment changes altogether.

As routes are (long segments), segment-based tracking

works.

Routes may be obtained via a navigation system or a

route acquisitioning and provisioning component (next!).

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The figure displays part

of a user

s route from

home to work.

Distances are indicated

for some points.

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Use of Acceleration Profiles

Repeated route traversals exhibit a clear speed pattern.

An acceleration profile is created for each route

 Distance intervals with positive and negative acceleration are

found using average speeds.

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Use of Acceleration Profiles

Example tracking of one car using a 70 m threshold.

70 0 -70

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Outline

Mobile services

Tracking

 Problem setting  Basic tracking

◆ Point-based, vector-based, and segment-based tracking

 Improvements to basic tracking

◆ Network segmentation, use of routes and acceleration profiles

Routes (and destinations) as context

 Route acquisitioning and provisioning  Data structures

 Algorithmic aspects  Empirical studies

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System Functionality Overview

Route Acquisitioning

INPUT:

◆ User IDs

◆ Streams of GPS readings (position, time)

OUTPUT:

◆ Routes with associated usage metadata – temporal use patterns.

Route Provisioning

INPUT: ◆ User ID ◆ Location ◆ Time  OUTPUT:

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• Base points describe roads.

• Polylines of base points

approximate road geometry.

• Real distance values are given for base points.

• Connections describe crossroads.

Road Network Data Model

b1 b2 b3 b4 b5 b6 b7 b8 b9 b10 b11 0 4 7 13 18

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• Destination areas are circular regions. • A subpolyline is a part of a polyline. • A route element is a “directed” subpolyline. • A route is a sequence of route elements that make up an uninterrupted polyline.

Route Data Model

uo1 uo2 b1 b2 b3 b4 b5 b6 b7 b8 b9 b10 b11

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Route Finding

Task: obtain

route elements

from

GPS

points.

 Each GPS point is a pair of (x,y) coordinates. INPUT:

 A route element is a subpolyline with a movement direction.

OUTPUT:

Aspects of route detection

 Polyline identification

◆ Which polyline is an object moving on?

 Subpolyline construction

◆ How do we ensure that a route is an uninterrupted polyline?

 Finding the start of a route

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Polyline Identification

• First-point method

 The method is used when

there are no correctly mapped previous points at all, or for some time, in the GPS stream.  The method returns all

polylines in the imprecision area.

• Method using relationships among polylines

 The method is used when there are correctly mapped previous points.

 The method returns an

undefined polyline if there is an information gap or there are several candidate polylines.

{(pl1,l1),(pl2,l2)} ← polyCand(g1) {(pl2,l3)} ← polyCand(g2) g1 g2 pl1 pl2 l1 l2 l3 (pl3,l3) ← polyId(g1) … ∞ ← polyId(g4) g3 g4 g2 g1 pl2 pl3 pl1 l3

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Subpolyline Construction

Cases for two neighboring

points

 The GPS points are on the same

polyline.

◆ Two subpolylines on the same

polyline, but with different directions.

 The GPS points are on different,

intersecting polylines.

◆ Approximations of the end/start

of the subpolylines are made.

 The GPS points are on different,

non-intersecting polylines.

◆ Gap filling is done.

pl2 pl1 pl3 pl2 pl1 pl1 pl2

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Finding the Start of a Route

The first GPS point(s) can in most cases not be map

matched (guaranteed) correctly.

Start of route construction

 Analyze the GPS points one by one.

 Use the “first-point” method to collect all candidate polylines for

each GPS point.

 Stop when a GPS point is found with one candidate polyline.

 Backtrack through the unmapped positions, mapping them to the

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Empirical Study

Real data from the INFATI project

 Road network: Aalborg area (14,706 polylines, 8,024 connections,

32,308 polyline segments)

 GPS logs from drivers (22 drivers, 6 weeks)

Implementation

 Oracle PL/SQL; Oracle Spatial: spatial objects, linear referencing  Java, JDBC

When theory meets practice…

 Complicated ends of routes, e.g., in parking areas  Rotaries and intersections

 Gaps in the digital road network and the GPS streams

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Testing by Visual Inspection

Visual inspection was

done using SVG

(

Scalable Vector Graphics

)

 Road network (black)  GPS stream (blue)  Mapped route (red)

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• The driver searches for a parking space.

• This results in many subpolylines on the same polyline at the end of the route.

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Handling of Ends of Routes

• Situation

 The last subpolylines are on on the same polyline.

 Subpolylines are inside the destination area.

• Solution

 Subpolylines are approximated to one subpolyline

(End, x1) and (x1, x2) → (x2, End)

(x2, End) and (x3, x2) → (x3, End)

(x3, End) and (x3, x4) (End, x4)

… → …. … → (Start, End) Start End x1 x2 x3 x4 x5 x6 x7

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Problem Illustration—Rotaries

• Situation

 Map: a (standard) crossroads  Real world: a rotary

• Result

 The same “route,” but recorded differently

Two logs

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Problem Illustration—Gaps

Information gaps can occur

 In GPS log streams

 In the digital road network

Gaps can be filled using the

shortest path between two

mapped positions

 Checking correctness using

conditions

◆ Interrupted routes in case of a

gap in DB

Solution

 Attempt to use a shortest path

algorithm

Gap in the map

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Summary (1)

Fundamental and improved tracking techniques for moving

objects that offer accuracy guarantees were presented.

The techniques were implemented in a centralized test

environment and in a real setting.

The workings of the techniques were explored using real

GPS and road-network data.

 Essential in guiding the design process

Improved route-based techniques offer substantial

reductions in update rates.

Current positioning technology, mobile terminals, and

wireless services are adequate for supporting tracking.

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Summary (2)

A software component for the acquisitioning and

provisioning of routes was presented.

The functionality, data structures, some algorithmic

aspects, and empirical studies were discussed.

Important for mobile services!

 Many services rely fundamentally on location awareness.

 Location context (position, destination, route) is also important for

filtering in push services.

◆ Can be provided without user interaction.

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Acknowledgments

The M-Track Project, funded by the Electronics and

Telecommunications Research Institute of Korea.

 Pusan National University (Ki-Joune Li, Si-Wan Kim, Kyoung-Sook

Kim, Deuk-Chun Han)

 Chungbuk National University (Keun Ho Ryu, Eung-Jae Lee)

 Aalborg University (Simonas Saltenis, Linas Bukauskas, Alminas

Civilis, Stardas Pakalnis)

The ContextIT project

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Thank you for your attention.

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Next Steps

Use of so-called MVEDRs – moving vehicle event data

recorders – offers new opportunities for the modeling of

vehicle movement.

In the US, an estimate 40 million vehicles already use

some type of event-recording equipment that collects

acceleration and deceleration data as well as braking and

steering data.

IEEE Standard 1616 – standard for vehicular black boxes

 Completed September 2004

 Captures, e.g., speed, change in velocity, number of occupants,

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Readings

• C. S. Jensen, H. Lahrmann, S. Pakalnis, and J. Runge: The INFATI Data, TimeCenter TR-79, July 2004. (Also appears as CoRR

cs.DB/0410001.)

• Alminas Civilis, Christian S. Jensen, Jovita Nenortaite, Stardas Pakalnis: Efficient Tracking of Moving Objects with Precision

Guarantees. MobiQuitous 2004: 164-173.

• Alminas Civilis, Christian S. Jensen, Stardas Pakalnis: Techniques for

Efficient Tracking of Road-Network-Based Moving Objects. IEEE

Trans. Knowl. Data Eng. 17(5): 698-712 (2005).

• Alminas Civilis, C. S. Jensen, and S. Pakalnis: Techniques for

Efficient Tracking of Road-Network Based Moving Objects, DBTR-10,

March 2005.

• Agne Brilingaite, Christian S. Jensen, Nora Zokaite: Enabling routes

as Context in Mobile Services. ACMGIS 2004: 127-136.

• http://www.cs.aau.dk/DBTR/

• http://www.cs.aau.dk/TimeCenter/

• http://www.cs.aau.dk/TRAX/

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