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An Interactive Qualifying Project report submitted to the faculty of WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Bachelor of Science. Venice Project Center Venice Department of Mobility Santa Fe Complex Redfish Group In Collaboration With: Professor Fabio Carrera, Ph.D. Professor Frederick Bianchi, D.A. Project Information: Sponsors: Project Advisors: Abstract 1 Acknowledgements 2
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Traversing the Labyrinth: A Comprehensive Analysis of Pedestrian Traffic in Venice An Interactive Qualifying Project report submitted to the faculty of WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Bachelor of Science. Submitted on December 15, 2011 by: Chelsea Fogarty Geordie Folinas Steven Greco Cassandra Stacy Project Advisors: Professor Fabio Carrera, Ph.D. Professor Frederick Bianchi, D.A. Project Information: [email protected] https://sites.google.com/site/ve11mobi Sponsors: Venice Project Center Venice Department of Mobility In Collaboration With: Santa Fe Complex Redfish Group
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Page 1: Mobility_B11_Report_Draft2

Traversing the Labyrinth: A Comprehensive Analysis of Pedestrian Traffic in Venice

An Interactive Qualifying Project report submitted to the faculty of WORCESTER POLYTECHNIC INSTITUTE

in partial fulfillment of the requirements for the Degree of Bachelor of Science.

Submitted on December 15, 2011 by: Chelsea Fogarty Geordie Folinas

Steven Greco Cassandra Stacy

Project Advisors: Professor Fabio Carrera, Ph.D. Professor Frederick Bianchi, D.A. Project Information: [email protected] https://sites.google.com/site/ve11mobi

Sponsors: Venice Project Center

Venice Department of Mobility

In Collaboration With: Santa Fe Complex

Redfish Group

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Abstract

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Acknowledgements

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AuthorshipThis Interactive Qualifying Project was completed with contributions from each team member.

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TableofContentsAbstract ............................................................................................................................................................... 1 

Acknowledgements ............................................................................................................................................ 2 

Authorship .......................................................................................................................................................... 3 

Table of Contents .............................................................................................................................................. 4 

List of Figures ..................................................................................................................................................... 8 

List of Tables ...................................................................................................................................................... 9 

Executive Summary ......................................................................................................................................... 10 

Pedestrian Traffic Studies ........................................................................................................................... 10 

Autonomous Agent Computer Model ..................................................................................................... 10 

Conclusions .................................................................................................................................................. 11 

Introduction ...................................................................................................................................................... 12 

Background ....................................................................................................................................................... 15 

2.1 The Architectural Framework of Venice ........................................................................................... 15 

2.1.1 Origins of the City ......................................................................................................................... 15 

2.1.2 Design of the City .......................................................................................................................... 16 

2.1.3 The Canals ....................................................................................................................................... 17 

2.1.4 The Streets ...................................................................................................................................... 17 

2.2 Mobility in Venice ................................................................................................................................. 18 

2.2.1 Watercraft in Venice ...................................................................................................................... 18 

2.2.2 Water-Based Public Transportation ........................................................................................... 19 

2.2.3 Pedestrian Mobility ........................................................................................................................ 20 

2.2.4 Venetian Bridges ............................................................................................................................ 20 

2.3 Tourism in Venice ................................................................................................................................. 21 

2.3.1 Popular Tourist Sites and Events ................................................................................................ 21 

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2.3.2 Magnitude of Tourists ................................................................................................................... 22 

2.4 Environmental Impacts on Mobility .................................................................................................. 22 

2.4.1 Acqua Alta ....................................................................................................................................... 23 

2.4.2 Canal Wall Damage ........................................................................................................................ 23 

2.5 Venetian Traffic Models ....................................................................................................................... 24 

2.5.1 Past Models ..................................................................................................................................... 24 

2.5.2 Modeling Tools .............................................................................................................................. 25 

2.5.3 How Models Read Data ................................................................................................................ 25 

Methodology ..................................................................................................................................................... 27 

3.1 Proving Assumptions............................................................................................................................ 27 

3.1.1 There are Peak Times .................................................................................................................... 28 

3.1.2 Weekday Peaks are of Similar Magnitude ................................................................................... 29 

3.1.3 Weekend Peaks are of Similar Magnitude .................................................................................. 29 

3.1.4 Peak Times are Consistent Day to Day ...................................................................................... 29 

3.1.5 Specific Bridges Carry the Majority of Traffic Flow ................................................................. 30 

3.1.6 Secondary Bridges Carry an Insignificant Traffic Flow OR Carry a Predictable Percentage

of Primary Bridge or Total Traffic Flow .............................................................................................. 30 

3.2 Quantifying Pedestrian Agents ............................................................................................................ 31 

3.2.1 Focus Area and Key Counting Locations .................................................................................. 31 

3.2.2 Counting Tools, Devices, and Methods ..................................................................................... 32 

3.2.4 Time Brackets for Performing Field Counts ............................................................................. 33 

3.3 Determining Video Surveillance Feasibility ....................................................................................... 34 

3.3.1 Camera Set Up ................................................................................................................................ 34 

3.3.2 Video Counting Verification ........................................................................................................ 35 

3.3.2 Verification Analysis ...................................................................................................................... 35 

3.4 Analyzing and Visualizing Collected Data ......................................................................................... 36 

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3.4.1 Formatting ....................................................................................................................................... 36 

3.4.2 Field Forms ..................................................................................................................................... 36 

3.4.3 Pedestrian Modeling Techniques ................................................................................................. 37 

3.4.4 Census Tracts .................................................................................................................................. 37 

3.5 Publicizing Data ..................................................................................................................................... 38 

3.5.1 Venipedia ......................................................................................................................................... 38 

3.5.2 Deliverables ..................................................................................................................................... 38 

3.5.3 Furthering Models .......................................................................................................................... 39 

Results and Analysis ........................................................................................................................................ 40 

Recommendations ........................................................................................................................................... 41 

Bibliography ...................................................................................................................................................... 42 

Appendices ........................................................................................................................................................ 45 

Appendix 1: Pedestrian Agent Types Flow Chart .................................................................................. 45 

Appendix 2: Census Data Graphic ........................................................................................................... 46 

Appendix 3: GIS Cloud Map Layers ......................................................................................................... 46 

3.1 Hotels Layer ....................................................................................................................................... 46 

3.2 Schools Layer ..................................................................................................................................... 47 

3.3 Museums Layer .................................................................................................................................. 47 

3.4 Churches Layer .................................................................................................................................. 48 

3.5 Tourist Sites Layer............................................................................................................................. 49 

Appendix 4: Database Form ...................................................................................................................... 50 

Appendix 5: Field Forms ............................................................................................................................ 51 

5.1 Venetian Field Form ......................................................................................................................... 51 

5.2 Tourist Field Form ............................................................................................................................ 51 

Appendix 6: Establishment Data Form ................................................................................................... 53 

Appendix 7: B Term Schedule ................................................................................................................... 54 

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Appendix 8: Budget ..................................................................................................................................... 56 

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ListofFiguresFigure 1: St. Mark’s Basilica ............................................................................................................................ 15 

Figure 2: A Canal Near the Arsenale .............................................................................................................. 17 

Figure 3: A Standard Street in Venice ........................................................................................................... 18 

Figure 4: Area of Study Map .......................................................................................................................... 27 

Figure 5 Google Map of Traghetti Locations and Bridge Locations. Blue anchors simbolize traghetti

stops and red and yellow marker pairs simbolize bridge locations. .......................................................... 32 

Figure 6: Mechanical Tally Counter .............................................................................................................. 32 

Figure 7: Sources and Sinks ............................................................................................................................ 39 

Figure 8: Flow Cart of Pedestrian Agent Types .......................................................................................... 45 

Figure 9: Hotel Locations in San Marco ....................................................................................................... 46 

Figure 10: School Locations in Venice ......................................................................................................... 47 

Figure 11: Museum Locations in Venice ...................................................................................................... 47 

Figure 12: Church Locations in Venice ........................................................................................................ 48 

Figure 13: Church Locations in San Marco ................................................................................................. 48 

Figure 14: Major Tourist Sites in Venice ...................................................................................................... 49 

Figure 15: Mobility October Schedule .......................................................................................................... 54 

Figure 16: Mobility November Schedule ...................................................................................................... 54 

Figure 17: Mobility December Schedule ...................................................................................................... 55 

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ListofTablesTable 1: Assumptions ...................................................................................................................................... 28 

Table 2: Bridges and Traghetto Stops in the Study Area .............................................................................. 31 

Table 3: Time Brackets for Manual Counts ................................................................................................. 34 

Table 4: On Site Manual Pedestrian Counting Template .......................................................................... 37 

Table 5: Video Surveillance Data Collection Template .............................................................................. 37 

Table 6: Venetian Resident Density by Age and District (From 2001 Census Data) ............................ 46 

Table 7: Venetian Field Form for Manual Counts ...................................................................................... 51 

Table 8: Tourist Field Form for Manual Counts ......................................................................................... 51 

Table 9: Form for Institution Information .................................................................................................. 53 

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ExecutiveSummary Venice is a city composed of many islands connected by canals and bridges that can only be

traversed by means of boat travel or on foot. These two modes of transportation are mainly

independent of one another. The main focus of this project is pedestrian traffic, which is challenged

by narrow walkways, stairs, vendors, and public tourist attractions. These factors can impede

movement and contribute to congestion.

The maximum carrying capacity reported for Venice has been determined to be approximately

30,000 tourists per day, which is frequently surpassed and leads to the issue of traffic congestion in

the city. The native population is approximately 61 thousand people, and the amount of tourists can

at its worst outnumber the local population by more than double. Consequently, many residents

relocate to the mainland to escape the high volumes of tourists.

This overwhelming amount of pedestrians that flow in and out of the city creates a need for a better

understanding of traffic flow and efforts towards improving mobility efficiency within the city’s

infrastructure. This will reduce the pressure on the city itself and on the occupants and ensure easier

transportation in and out and within the city.

Therefore, the mission of this project was to collect pedestrian traffic data for the end goal of

developing a modeling system that collects and archives data to effectively predict the behavior of

pedestrian mobility in the San Marco sector of Venice. This model will improve mobility efficiency

throughout the sector. We worked to accomplish this goal by quantifying pedestrian traffic at critical

flow points and integrating this data into an autonomous agent computer model to visualize

mobility. Additionally, we developed a comprehensive methodology and procedure for employment

by future IQP groups and other groups who wish to improve pedestrian mobility efficiency.

PEDESTRIAN TRAFFIC STUDIES

AUTONOMOUS AGENT COMPUTER MODEL

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CONCLUSIONS

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IntroductionCities worldwide adopt a bad reputation for their mobility issues. Many travelers avoid city traffic to

save time on their trip. Those who cannot avoid traveling through cities must plan ahead

accordingly. Mobility is the freedom to move about, and when mobility is impeded, people are

forced to interrupt their routes and pace and accommodate for their lost time. Battling traffic wastes

pedestrian time, and municipal authorities spend millions of dollars on regulating traffic with

approaches such as police control, road construction, and regulation laws. In the 90 largest urban

cities in America, 41 hours were spent per traveler in traffic in the year 20071.This could be the result

of overwhelming traffic density, traffic accidents, and other various obstacles.

In an attempt to better increase mobility, urban districts adopted public transit systems in the form

of buses, underground subways, trams, trains, and even boats. These systems can transport large

amounts of travelers and ease the congestion that results from high usage of private transportation.

Other key traffic management tools include stoplights at busy intersections, speed limits to prevent

hindrances from accidents, and separate lanes for directional management. For example, in Vienna,

Austria, designated lanes are utilized to safely integrate bike and pedestrian traffic on sidewalks2. By

creating structuralized means for transportation, cities are able to increase mobility and moderate

congestion.

The framework of canals and narrow streets that makes up the city of Venice has prevented the

invasion of automobile traffic, but has consequently made water transport and travel on foot the

two main modes of transportation, thus creating a need for similar traffic congestion solutions that

apply more to Venice’s more unique situation. Built on a lagoon, properly titled Laguna Veneta,

Venice is made up of 117 small islands with 150 canals and 409 bridges3. The branch canals range

from 10 to 30 feet in width, and the intricate network of streets are mainly made up of mere lanes of

no more than seven feet wide; the widest don’t exceed twenty feet4. It is with such a limited

infrastructure, unique from any other city in the world, which makes congestion in Venice even

more problematic. The city has a dire need for regulation applications that will alleviate the strain

that traffic brings to the city.

1(Traffic Congestion Factoids 2009) 2(Lopez 2006) 3(Centre 2010) 4(Morgan 1782)

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One of the greatest reasons that traffic is such an issue in Venice is tourism. However, since the end

of the 18th century, the Venetian economy has heavily relied on tourism, and it is a necessary burden

on the city. With a native population of approximately 61 thousand people5, the amount of tourists

flowing through the city on any given day outnumbers the locals in up to a 5:2 ratio6. While the city’s

economy is very firmly bound to tourism and its related industries, these visitors have contributed to

many problems for Venice and its inhabitants. The infrastructure is believed to be in danger of

giving way to the mass amounts of traffic. Some streets and canals are more readily accessible than

others at different times of the day, and mobility becomes increasingly hindered by people with baby

carriages and handicapped people in wheel chairs.

The issue of mobility in Venice is one that has been addressed by the Venetian government in a few

different ways. The Azienda del Consorzio Trasporti Veneziano, or Actv, is a public water–bus

transit system that facilitates the flow of water traffic by centralizing water travel through 20 routes

on the canals. There are also multiple surveillance systems in place, including the Automatic and

Remote Grand Canal Observation System (ARGOS), Hydra, and Security and Facility Expertise

(SaFE). These observational systems are used to implement speed limit laws, and monitor

pedestrians and boats for crime. Our sponsors have developed these systems and implement them

daily in Venice. ARGOS gives the vigili urbani (the Venetian police) the opportunity to routinely

dispatch officers to control traffic and make arrests on the Grand Canal, and Hydra and SaFE allow

authorities to monitor the Venetian ports for potential crime7. In addition to the observational

systems, our sponsors have developed a model for displaying boat traffic in the canals using data

gathered from ARGOS and Hydra. Called the Venice Table, the model is an interactive program

that displays the movements of boats through certain checkpoints on the canal.

The sponsors of this project have completed a sufficient amount of research, and the systems are

being run in an effective manner. There are some holes in the data and execution, however, and

limitations to the observational systems. Individuals in Venice run all of the systems, so there is no

automated system to collect and archive data, costing many man-hours. This also has great potential

to lead to human observational error. The data collection methods should also be fully automated to

ensure that data is continuously being collected. The data is currently being collected manually, in

5(Italy n.d.) 6(Amilcar, et al. 2009) 7(Bloisi, et al. 2009)

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intervals of minutes at a time, and only in the tourist off-season. The scattered datasets create

difficulty in presenting the data in the modeling systems. Having counts taken only once a year by

the WPI Venice Interactive Qualifying Project groups or the Venetian Center of Mobility does not

take into account how peak tourist times, weather, seasons, events, times of the day, and other

aspects affect pedestrian counts. An efficient, comprehensive model would be one that contains

sufficient amount of data from year-round. Other significant improvements that need to be made

are in the agent identification feature. Agent identification would consist of recognizing the

difference between a Venetian and a tourist. It is important to study the difference in agents because

each different type has its own behavior and will go to different points of attraction, and each one

will have its own mobility stream. While a tourist may drift to a museum or a shopping center, a

Venetian will want to go to straight to and from work or home.

This gap in data collection is where the Venice 2011 Mobility team comes into play. There is

virtually no data or research present on Venice pedestrian traffic. This has provided Team Mobility

with the unique opportunity to pioneer data acquisition into pedestrian mobility streams. We will

collect pedestrian traffic data in Venice with a distinction between agent types, namely Venetians

and tourists. Using this data we will verify the accuracy of any past and future models. Through

analytical processes we will then be able to make suggestions for future autonomous continuous data

collection that can feed into an eventual integrated pedestrian model.

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BackgroundVenice is composed of canals and narrow streets, which makes it a one-of-a-kind city to travel

through. Though the historic city occupies merely three square miles of land, traveling quickly and

efficiently can be a challenge due to a web-work of walkways, overcrowding, areas and events that

attract tourists, an inconvenient water bus schedule, and severe weather conditions. For the

uninformed, moving through Venice can be an unnecessary crusade.2.1 THE ARCHITECTURAL FRAMEWORK OF VENICE

In order to understand the significance of using agent-based modeling of mobility in Venice, it is

important to study its infrastructure and its origins, and how its status as a major tourist attraction

came to be. The city was not meant to hold as many people as it sometimes does. Because of

Venice’s physical limitations, it has a difficult time accommodating for the congestion issues that

result from overpopulation.

2.1.1 Origins of the City

Venice is a city frozen in time. Its peculiar

situation and magnificent architecture render

it unique and peerless even in its decadence.

How a city can be afloat in the sea and still

be habitable and beautiful is marvelous.

Interestingly enough, Venice originated in an

“expedient of desperation” and became

great by “accident of position8.”

The city began as a collection of inhospitable

islands in the Venetian lagoon, along the

western shore of the Adriatic Sea. The invasions of the Lombards into northern Italy in AD 568

drove many mainland Italians onto a group of islands of the lagoon, which were originally the

homes of traveling fisherman and salt workers9. Because the canals and rivers were not easy to

navigate and the lands were unwelcoming, the islands provided excellent protection against possible

naval attack. The population of the new Venice revolutionized the balance of forces throughout 8(Morgan 1782) 9(Cessi, Cosgrove and Foot, Italy 2011)

Figure 1: St. Mark’s Basilica

Comment [C1]: Opinion

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Italy. All facets of society from the mainland were preserved along with their various rights and

social roles. Among them were the leading members of their ecclesiastical hierarchy.

Waves of refugees continued to flow onto the islands as the Lombards gradually took more territory

from the Byzantines until AD 639 when the fall of Oderzo solidified the collapse of the Byzantine

defense system10. This was a key moment in the emergence of maritime Venice.

Venice was still loyal to the Byzantine government, and therefore all public administration was still

carried out in its name, yet the continuing war against the Lombards eventually brought strain to the

government’s control of the city. The pressure of wartime life increased the Venetian’s inclination

towards independence. The outbreak of religious conflict between Rome and Byzantium around 726

created serious clashes in Italy. Venetian troops joined forces with the Pope and took a stand against

the authority of the exarch, electing the first doge, Duke Orso, while still remaining under the

Byzantine Empire. It was not until the collapse of the empire in 751 that independence was

accelerated.

While Venice was dealing with political strife and continuous turnovers of power, it was also taking

advantage of the opportunities offered by the sea and commerce. Trades passing through the city

included dyes, leathers, spices, and many other goods. The lagoon province was the bridge between

the European west, and the Islamic and Byzantine territories in the east. By the first half of the

sixteenth century, Venice was the “great metropolis” that it is well-known for today. It hosted a

variety of activities, trade continued on a large scale, and people came from all over the world.

2.1.2 Design of the City

What once was a group of islands with wooden houses resting on poles staked into unstable clay soil

gradually morphed into an elegant and romantic city of stone. The buildings had to be strategically

placed, taking into account the special environmental conditions of Venice. Weight had to be

properly distributed so that there were never too many areas of stress11. Population and

manufactures grew exponentially because the city could not expand outward, it expanded up. It was

also less expensive to build another floor than to buy more land. Buildings were built close together,

and very tall. The ground floor usually housed businesses, while the upper floors provided homes

for families.

10 (Ortalli 1999)

11(How Were Houses in Ancient Venice Designed and Why? n.d.)

Comment [C2]: What’s that?

Comment [C3]: Dyes?

Comment [C4]: Opinion

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As the city grew and its economy became prosperous, the structures reflected the transformation.

The principal buildings in Venice were constructed of marble or light stone, and the remaining were

of brick covered with mastic for adhesion12. Palaces and houses were built and rebuilt overtime,

along with churches, monasteries, and bell towers. The shape and direction of the canals were

changed and bridges, road systems and boat transportation were integrated. Various architectural

styles such as the famous Gothic, Roman, Byzantine and Renaissance techniques were blended

together. The architecture and design possesses characteristics of permanence and timelessness that

is unsurpassable.

2.1.3 The Canals

The employment of a network of canals in place

of streets was more a matter of necessity than of

choice. The current canals circumscribe the

original islands, while the rest of the water area

has been recovered by erecting walls composed

of granite along the line of these canals, which

lay the foundation for the adjacent buildings13.

The branch canals off of the Grand Canal are

some fifteen feet wide, and are often crooked

and short in length. The Grand Canal is one of the major water transportation corridors in the city;

it stretches down the center of the city in a backwards S-shaped course and is approximately 2 miles

in length, 30 to 70 meters wide14. The sides are lined with palaces and buildings reflecting the

Gothic, Romanesque, and Renaissance grandeur from its early development.

2.1.4 The Streets

There are 2,194 streets, each one as unique as its canals, which make up the labyrinth that is the city

of Venice15. They too are narrow, short, and crooked, and they penetrate every part of the city. Most

of them are passages about seven feet wide, with the widest of streets not more than twenty-five

feet16. Some terminate abruptly and turn at sharp angles. Every street is covered with pavement, and

12(How Were Houses in Ancient Venice Designed and Why? n.d.) 13(Morgan 1782) 14(Cessi, Cosgrove and Foot, Italy 2011) 15(Morgan 1782) 16(Morgan 1782)

Figure 2: A Canal Near the Arsenale

Comment [C5]: Opinion

Comment [C6]: Miles and meters, inconsistent

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on each side are gutter stones to pass surface water or

rain into conduits underneath17. While the picture of

these streets sounds uninviting, the close proximity is

relieved by the numerous squares that intersect them.

There are 294 squares scattered throughout the city18.

The streets cross the canals by means of 409 bridges,

consisting of a single arch, with a roadway graded into

low steps, connecting every bit of land in Venice19.

2.2 MOBILITY IN VENICE

Due to its unique location, the city required extensive draining and dredging to provide more land to

further the development of Venetian infrastructure. These operations led to the development of the

first canals, and a rather unique system for the city’s mobility20. Transportation in the city exists in

three main entities: the canals, bridges across them, and an arrangement of walkways. This network

of more than 200 canals became a staple for the transport of goods throughout the city as well an

excellent form of transportation.

2.2.1 Watercraft in Venice

Transportation and distribution of goods via the canal network would be impossible without the use

of watercraft. Throughout history, all major cargo shipments and heavy transport is done by boat.

For example, gondolas are iconic boats of Venice which were once used by the wealthy for

transportation21. These boats are keel-less and used almost exclusively for tourism in this day and

age22. Gondolas became far less popular with the development of steam powered vessels, called

vaporetti, in 1881. These vessels are still the dominant form of nautical transportation in the city.

Venetian ferries, called traghetti, are unglorified gondolas which are another popular form of

transportation in Venice, and there are now seven of these ferry crossings across the Grand Canal23.

17(Morgan 1782) 18(Morgan 1782) 19(Morgan 1782) 20 (Howard and Quill 2002) 21 (Cessi and Foot, Venice 2011) 22 (Cessi and Foot, Venice 2011) 23 (Drake 2008)

Figure 3: A Standard Street in Venice

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These ferries operate at certain points between bridges on the Grand Canal and shuttle pedestrians

across for just 50 cents24.

Larger boats are used in Venice for cargo shipments, as well as for sea trade throughout the

Mediterranean. Due to this demand for large ships, and a lacking of local resources, many Venetians

became expert shipbuilders25. During the Medieval Era, Venice became one of the mightiest cities

because of this drive for mercantilism. Venice was a major port along many trade routes which

connected Europe to other continents such as Asia through the use of the Mediterranean Sea26.

Venice also had a very well equipped navy, which had the ability to build one war galley per day27.

These galleys were handcrafted in shipyards called squeri where all types of traditional boats were

crafted.

2.2.2 Water-Based Public Transportation

Private boats are less common in Venice than watercraft used for shipping cargo and public

transportation. This is largely due to the existence of taxi boats and a lack of space for extended

docking. Taxis in Venice are multipurpose boats which not only transport clients to their desired

destination but will also serve as a means of transportation for goods when not serving pedestrians.

There are also other vessels which have scheduled routes throughout the city which can be used to

move people between specified stops.

These forms of public transportation are one of the leading causes of boat traffic in Venice. Both

taxis and gondolas have random travel routes, depending on their clients’ demands, and therefore

become difficult to obtain data on. For example, gondolas typically serve as sightseeing vessels for

tourists and will typically slow down and make stops near points of interests28. These stops can cause

a large amount of traffic and affect mobility. The traffic patterns of taxis and gondolas are difficult

to predict and their destinations are random, therefore their traffic patterns do not significantly

influence overall mobility in Venice.

24 (Drake 2008) 25 (Davis and Marvin 2004) 26 (Davis and Marvin 2004) 27 (Davis and Marvin 2004) 28 (Chiu, Jagannath and Nodine 2002)

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2.2.3 Pedestrian Mobility

The other prominent form of transportation in the City of Venice utilizes an array of walkways and

bridges. The problems associated with these walkways are derived from how the city was

constructed, which led to limited space, and an increasing number of tourists which visit the city. As

the city was being constructed, walkways were built to facilitate trade and commerce in the city. Due

to the significant space constrictions associated with construction on an archipelago, many buildings

were constructed to the edge of the property, leaving little space for these additional walkways. This

fact has left many of the walkways narrow, some spanning only about a meter across29.

The stark narrowness of the walkways contributes to much of the pedestrian related traffic which

occurs in the city, but it is not the only factor involved. The layout of the walkways has been

compared to that of a labyrinth as a result of many canals being paved over to broaden the network

of walkways and alleviate traffic demands30. Pedestrian traffic demands have been growing

perpetually since the1950’s due to the overwhelming influx of tourists31. The combination of a large

population of tourists new to the area and a confusing layout intensifies the effects of pedestrian

congestion.

2.2.4 Venetian Bridges

The different islands of the archipelago are interconnected by an array of over four hundred

bridges32. These bridges are crucial to the infrastructure of Venice, and have become recognizable as

indispensable monuments of the city which are utilized on a daily basis33. Four of the most well-

known bridges in Venice traverse the Grand Canal, including the Ponte di Rialto, Ponte dell’Accademia,

Ponte degli Scalzi, and the most recent addition, the Ponte della Costituzione.

The Ponte di Rialto was constructed in 1588, but initially had two predecessors. In 1175 a bridge was

constructed using boats for floatation to span the canal, called a pontoon bridge, in the same

location as the Ponte di Rialto34. This bridge was ultimately replaced in 1265 by a fixed bridge which

later collapsed35. The Ponte di Rialto remained the only location to cross the Grand Canal until 185436.

29 (Davis and Marvin 2004) 30 (Davis and Marvin 2004) 31 (Van der Borg and Russo, Towards Sustainable Tourism in Venice 2001) 32 (Davis and Marvin 2004) 33 (Contesso 2011) 34 (Contesso 2011) 35 (Contesso 2011) 36 (Contesso 2011)

Comment [C7]: What are the other three? Might as well name them.

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Today, pedestrians can cross the Grand Canal by using one of the four bridges which now exist, in

addition to the seven different traghetti locations.

2.3 TOURISM IN VENICE

The Queen of the Adriatic has been attracting foreigners for centuries, and according to Riganti and

Nijkamp, the city can be considered a mature tourist destination, for it is one that witnesses negative

environmental impacts caused by tourist congestion more frequently than other destinations37. The

magnitude of tourists that visit Venice has a huge negative impact on the city. The resulting

congestion causes mobility impairments throughout the city, and especially at top tourist locations

and during peak tourist times.

2.3.1 Popular Tourist Sites and Events

The concentration of tourists is a problem that Venetians have been attempting to control for a very

long time. There are a number of specific locations throughout the city that are typically visited by

tourists, which creates congestion both en route to the destination and at the attraction itself. The

Piazza San Marco, or St. Mark’s square, is a popular tourist stop, where one can visit St. Mark’s

Basilica and bell tower. Another is the Ponte di Rialto (Rialto Bridge), a large bridge connecting one

side of the Grand Canal to the other with shops along it. These destinations, as well as many other

spots in Venice, are the cause of the large amount of pedestrian traffic that regularly occurs.

Beyond the draw of the city itself, there many events held in Venice that attract a high number of

tourists annually. The Carnevale di Venezia, or Carnival of Venice, takes place in February every year,

and marks the beginning of Lent. A huge amount of tourists travels to Venice to witness the

Venetian beauty and culture displayed throughout the Carnevale and to attend the various events held

during it, such as La Biennale (a contemporary art festival highlighting architecture, independent

films, and paintings, among other things) and the Vogalonga (a boat race through the Venetian

lagoon)38. Events such as the Carnevale lead to an extremely high tourist volume, which in turn causes

mobility impediments for pedestrians attempting to travel from one place to another in an efficient

manner.

37 (Riganti and Nijkamp 2008) 38(Carnevale di Venezia 2012 2009)

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2.3.2 Magnitude of Tourists

The sheer magnitude of visitors to the city creates issues within the infrastructure and community.

Traveling around world was once reserved for only the rich or influential, but it is now a viable

experience for a majority of people. This evolution towards “mass tourism” is one that is clearly

seen in Venice, where there has been a significant influx of tourists over the years39. The carrying

capacity of Venice, or “the maximum number of visitors the attraction can handle at a given time

without either damaging its physical structure or reducing the quality of the visitors’ experience” has

been determined to be approximately 30,000 tourists per day40. This capacity is regularly surpassed,

and that leads to the ultimate issue of Venetian traffic congestion. This congestion can be seen at

tourist sites and on bridges, where the limited space often creates crowds of people trying to push

through to their destination.

Venice is becoming a European Disneyworld, or a museum city, where the tourists outnumber the

natives: “[w]ith its thirteen million or more annual visitors and a local population of only around

sixty-five thousand, historic Venice has the highest ratio of tourists to locals of any city in the

world.”41 This overcrowding effect impairs and changes many aspects of life in Venice, not the least

of which is commuting to and from work or attempting to traverse the city for another purpose.

All of the factors described above: popular tourist spots, large events, and the city itself, cause an

increase in tourists visiting Venice every year. The mobility impairment created by this group of

people is severe, and must be addressed. The inability to traverse across the city lengthens work

commutes for the employed and school commutes for students.

2.4 ENVIRONMENTAL IMPACTS ON MOBILITY

Venice’s unique infrastructure is slowly degrading from the severity of the environmental impacts it

sustains. The city’s environment is “… suffering from a general hydrogeological imbalance which is

dramatically evident in the erosion of the lagoon morphology and in the number of exceptional high

water events” in Venice42. This has been a problem for centuries, and the occurrence of tides high

39(Zanini, Lando and Bellio 2008) 40(Van der Borg, Tourism and Urban Development: The Case of Venice, Italy 1992) 41(Davis and Marvin 2004) 42(Rameiri, et al. 1998)

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enough to flood, called acqua alta, has been increasing at an alarming rate: from four to five times per

ten years at the turn of the 20th century to at least thirty times per ten years today43.

2.4.1 Acqua Alta

The phenomenon of acqua alta occurs when there are southeast winds and a high tide at the same

time, which causes the waves to spill over the canal walls into the city streets44. When water

overtakes the walkways, pedestrian traffic flow is slowed and the area in which pedestrians can travel

is limited, creating severe congestion. Sidewalks become flooded when there is a tide 100 or more

centimeters above the average sea level. Platforms raised 120 centimeters off of the ground, called

passerelle, are placed strategically along flooded pathways to enable pedestrians to walk above the

water. While this is a helpful and necessary strategy for staying dry, it has a severe impact on the

walkers’ mobility. The passerelle are narrow and create a difficult passing situation. The cramped space

makes the walking rate slow and creates pedestrian congestion.

St. Mark’s Square, a popular tourist destination, is one of the lowest sections of the city, and as a

result is flooded with every acqua alta. The passerelle are placed throughout the square and leading to

other tourist destinations, and many tourists travel upon them. Since the platforms are “just barely

wide enough for two-way traffic,” a tourist taking pictures or an older person walking slowly can

cause a large section of the walkway to become congested45. If the tides rise higher than 120

centimeters, the passerelle are at risk of floating off of their supports. When this happens, walkways

are completely hindered and only those with rainboots can walk through the city without wetting

their feet.

2.4.2 Canal Wall Damage

Acqua alta is also a contributor to the erosion that is impacting the city so severely. The other large

cause of erosion is the wakes caused by motor boats. As water collides with canal walls, it erodes the

mortar that acts as an adhesive between the bricks and stone, and the wall becomes “more

susceptible to the destructive stresses and forces” of the tides and wakes46. When the erosion

becomes dangerous for pedestrians or the infrastructure, the walls must be repaired. Construction is

necessary, but impairs mobility because the materials and space required for restoration overtake

43(Rameiri, et al. 1998) 44 (Davis and Marvin 2004) 45 (Davis and Marvin 2004) 46 (Black, et al. 2008)

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parts of the walkways. This can cause backups down the walkways and have an overall negative

effect on congestion.

2.5 VENETIAN TRAFFIC MODELS

Looking into future applications of data collection, the creation of an integrated pedestrian traffic

model is necessary to provide an easy means of extracting useful information. Though the

development of such a comprehensive model is out of reach for this year’s Mobility team given the

time and fund limitations, it is important to understand pedestrian models so that data collection can

be tailored to provide the models with information that is useful to its creation.

The modeling approach that fits the needs of the Venice traffic model is referred to as agent-based

modeling, and more specifically, autonomous agent-based modeling. This type of modeling allows

for individual governing of agents, which lets each agent uniquely interact with the environment

based on programmed predispositions and reactions. In modeling of traffic, each agent will be

assigned a specific start and end location. Though the beginning and end are predefined, the method

of transportation and the path taken vary based on the interactions between the agent and its

surroundings, including other agents. In terms of Venice, agent-based modeling allows for the

important distinction between tourists and locals in pedestrian mobility stream models. The accuracy

of such a model is proportional to the agents’ ability to mimic the real life counterpart. Hence it is

important to collect data that can speak to the various biases of agents.

2.5.1 Past Models

Since the beginning of the Venice Project Site, there have been several Interactive Qualifying Project

teams that have done work that helped further traffic models. In 2008 a team created a pedestrian

model using NetLogo, an agent based modeling environment47. The model focused on Campo San

Filippo e Giacomo due to project time and resource constraints. This spot was chosen because it

was identified as a hotspot, or high traffic area. The model accounted for Venetian and tourist

agents and dictated their speed based upon data collected during the IQP. The model only portrayed

traffic during Wednesday at 1300 hours due to data limitations. The data collected by the team

during the IQP was inputted to the program. This data was collected and recorded visually using

three cameras set up strategically around the hotspot48. Though the model created was limited and

47 (C. Catanese, et al. 2008) 48 (C. Catanese, et al. 2008)

Comment [C8]: Make sure to tie everything back to our project specifically. The past models don’t matter if they don’t apply to our project

Comment [C9]: I don’t know. Weird sentence structure and is it necessary?

Comment [C10]: Define agents

Comment [C11]: If we’re not doing agents, this needs to be changed

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didn’t accurately portray congestion, it still demonstrates the necessity of an experienced

programmer in creating a model, and demonstrates one accurate data collection technique. The

importance of recording visual data should not be underestimated. It is crucial to confirming and

checking past data collection.

There was also a traffic model created in 2010 that detailed boat traffic in the city. This project was

called Venice Table. The programming aspect was spearheaded by RedFish group and the Santa Fe

Complex, with the Venice Mobility team providing the data for the model along with several

government agencies. To allow for a comprehensive model of canal traffic, 23 observation points

were used for data collection. In order to determine when each boat turns in the model, the data that

was utilized included which canals boats entered from and returned to, the time of day, and each

boat’s license plate number49. Control of the model was designed to be interactive and intuitive. To

allow for the intuitive nature of the Venice Table, the model was built on an interactive gaming

software program.

2.5.2 Modeling Tools

Traffic models are very useful tool for understanding and improving mobility streams.

Unfortunately, the creation of good models takes a lot of time, expertise, and data. The

implementation of an autonomous data collection system will allow the collection of data with

minimal human interaction. There are several tools present that can make this type of continuous

autonomous data collection a possibility. One of those tools is Open CV, which is a software

approach that uses video to autonomously recognize, track, and record traffic and distinguish

physical differences, as well as velocity.

2.5.3 How Models Read Data

Over the years, Venice has had countless groups, individuals, and governments study it and collect a

wide array of data relevant to traffic. The question therefore becomes “How is this data formatted

so that it can be inputted into a model?” The agent based models have proved useful in the past and

will continue to be a method of data presentation. Agents, in our case pedestrians, will interact with

the environment, Venice, developed in the model. The environment itself is made up of two main

components; edges and nodes. Edges are the borders and boundaries that define the fields in which

the pedestrian agent types move. Nodes, on the other hand, are not physical or visible entities in the

49 (VeniceTable: Interactive Traffic Simulation Table 2010)

Comment [C12]: Potentially opinion?

Comment [C13]: My senior year English teacher would say that this is a colloquialism…

Comment [C14]: Connect this to our project

Comment [C15]:

Comment [C16]: Word choice?

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final 2D model. They help to define how the pedestrians will move. For instance a specific

pedestrian, depending on the constraints that are programmed into a model, will move from a node

‘A’ to another node ‘B’. For the Venice models, these nodes are typically placed at traffic ‘choke

points’ like bridges. For instance, a bridge spanning a canal in an east to west direction might have a

node ‘A’ on its east side and another node ‘B’ on its west side. Movement defined as ‘AB’ would

indicate a pedestrian moving from ‘A’ to ‘B,’ or one traveling west across the bridge. Movement

defined as ‘BA’ would indicate the opposite: a pedestrian traveling east across the same bridge.

Therefore data is organized by the number and type of pedestrian, as well as their node movement

at choke points.

Nodes can also help define sources (points where pedestrians originate) and sinks (points where

pedestrians are attracted). How agent types are programmed will determine their ‘source-sink

interaction’. In Venice, sources and sinks can be split up into two categories based on the types of

pedestrians. Locals tend to originate from residential areas and will generally flow to places of

employment or learning. In this case, this would mean that their homes are the sources and their

places of work and schools are the sinks. At the end of the day, this would be reversed and the

sources and sinks would switch. Tourists tend to originate from hotels, bus terminals, and the train

station, and are attracted to places like museums, shops, and the “tourist triangle”. In the case of a

museum, two nodes would still have to be used to define movement ‘in’ and ‘out’ of the museum.

The museum would then be defined visually on the model so the movement in and out of the

building doesn’t look like pedestrians disappearing and reappearing at a point inside the model. Data

on sources and sinks can either be collected by hand, as it has been done previously at bridges, or

extracted from readily available information related to attendance at museums. Another method is

counting pedestrians from a security camera video feed of the front door.

The concept of ‘disappearing’ and ‘reappearing’ occurs when modeling pedestrian traffic in Venice.

Walking is not the sole form of transportation in the city, and many people use multiple forms of

transportation throughout a day. If there is no integration between pedestrian traffic and boat traffic

in the model, then when a pedestrian ‘gets on’ a traghetto or a water taxi in the model it will look as

if someone disappeared from their original position and reappeared somewhere else. To combat

this, data can be collected that reflects the number of pedestrians that are getting on and off at each

boat stop. Nodes can then be used at each stop in the model to define movement on or off boats. A

truly comprehensive Venice traffic model would completely integrate the boat and pedestrian traffic

models into one because the various forms of transportation are not independent of one another.

Comment [C17]: Is this defined already?

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MethodologyOur project mission is to collect pedestrian traffic data for the end goal of developing an agent-

based modeling system that collects and archives data to effectively predict the behavior of

pedestrian mobility streams in Venice.

Project Objectives:

1. To quantify pre-determined pedestrian types at key locations

2. To determine the feasibility of using camera surveillance systems to collect pedestrian traffic

data by verifying video feed counts with manual counts

3. To organize the pedestrian traffic data collected into a format capable of helping develop a

pedestrian agent based model

4. To publicize pedestrian traffic data in a visually intuitive format on an online source

The project occurred over the 2011 fall semester, with preparatory work during A term and on site

work throughout B term. The project was limited to gathering data concerning pedestrian

congestion, taking into account only the predetermined agent typology.

Figure 4: Area of Study Map

3.1 PROVING ASSUMPTIONS

Traffic is an extremely complicated system. It is almost impossible to account for all of the factors

that can affect traffic at once. This makes it very difficult to accurately collect useful data related to

Comment [C18]: We have to do some rewording when we actually prove/disprove the assumptions, and give definite conclusions.

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traffic flow. In order to develop a simple counting methodology that can be easily repeated while

maintaining efficacy, several assumptions about pedestrian traffic flow in Venice were made. Upon

making these assumptions to develop the counting methodology, an experimental procedure was

then developed to test the validity of these assumptions (Table 1).

Table 1: Assumptions

1 There are peak times 2 Peak times are consistent day to day 3 Weekday peaks are of similar magnitude 4 Weekend peaks are of similar magnitude 5 Specific bridges carry the majority of traffic flow 6 Secondary bridges carry an insignificant flow OR secondary bridges carry predictable

percentages of primary bridge or total traffic flow

Several constants were developed for each of these experiments to help ensure accuracy:

Counts were only conducted during ‘good weather’

o No precipitation

o Temperature above 40 degrees F

o Temperature below 90 degrees F

Counts not conducted during flooding or flood warnings

3.1.1 There are Peak Times

Low volume traffic flow carries significantly less importance from a data value standpoint than high

traffic flow. High traffic volume is what creates poor flow and puts the largest burden on the traffic

infrastructure. This being the case, and the unlikelihood of individuals counting in the future being

able to perpetually conduct traffic counts every second of every day, the methodology for counting

focuses on ‘maximum’ or ‘peak’ times. The peak counts that were conducted were performed in 3

hour blocks around the determined peak time.

Proving this assumption was based on finding this three hour ‘peak block’. To do this, a fifteen

minute data set was collected every 1 to 2 hours at the same bridge throughout a day. By

qualitatively viewing traffic volume on bridges throughout a day we could eliminate large chunks of

time as ‘non-peak blocks’. These negligible times include late at night and early morning. This

process was conducted at multiple bridges on the same day. Once the data was collected it was

graphed and the peaks were assessed.

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FINDINGS. But really I guess those should be in the results section, so we have to stick strictly to

methodology and you can ignore half of my comments in this section.

3.1.2 Weekday Peaks are of Similar Magnitude

Assuming that weekday peaks are of the same magnitude allowed those conducting counts to collect

during one peak-time block over a week (ignoring weekends) instead of every weekday. In other

words, this assumption states that traffic on weekdays is equivalent.

To prove this assumption, data was collected every weekday during the peak-time blocks. This data

was then compared statistically to see if there was a significant difference between each days’ peak

data set. If there was no significant difference, then weekday peaks are of the same magnitude. It is

important to note that only being in Venice for seven weeks made it impossible to collect 10-12

trials worth of data.

3.1.3 Weekend Peaks are of Similar Magnitude

Assuming that weekend peaks are of the same magnitude allowed those conducting counts to collect

during one peak-time block over a weekend instead of every weekend day. In other words, this

assumption states that traffic on weekends is equivalent.

To prove this assumption, data was collected every weekend day during the peak-time blocks. This

data was then compared statistically to see if there was a significant difference between each days’

peak data set. If there was no significant difference, then weekend peaks are of the same magnitude.

It is important to note that only being in Venice for seven weeks made it impossible to collect 10-12

trials worth of data.

3.1.4 Peak Times are Consistent Day to Day

Once it was proven that peak times are the same throughout each weekday, and peak times are the

same throughout each weekend, the team could then specifically focus on the peak times in which

field counts should be conducted, and not be concerned about a particular day. Proof of this

assumption allowed for the maximum amount of data to be collected for a general day.

To prove this assumption, sample counts were collected in fifteen minute time intervals at each hour

throughout each weekday. The same is done for each weekend day. Using a standard deviation

curve, comparisons were made at each peak to see if the peaks at each bridge for each weekday fell

in the same three-hour block. If this occurred, it was determined that the assumption was correct

Comment [C19]: Once we prove, state findings

Comment [C20]: Mention how many we did collect

Comment [C21]: State findings

Comment [C22]: Same as above, put actual results in

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and counts could be collected anywhere on Monday through Friday, and on Saturday or Sunday for

weekend data.

3.1.5 Specific Bridges Carry the Majority of Traffic Flow

The team proposed the assumption that not all of the six bridges connecting San Marco to the rest

of historic Venice, carry the burden of most of the traffic. Some bridges lead to narrow alleyways

and therefore are less utilized than the ones that lead to streets that contain shops and restaurants.

Once this assumption was proven, counts were focused more on the bridges that are primarily used

rather than the ones that are less frequently used. Given the team’s time constraint of seven weeks, it

was impossible to collect data for all of the sources and sinks around San Marco, therefore it was in

our best interest to prioritize specific nodes.

To validate this assumption, sample ranges of all of the bridges over the same time frame were

compared. If the outcome illustrated that two or three of the bridges are more heavily used than the

others, so the assumption was kept and field counts were conducted by prioritizing the primary

bridges. This allowed the team to collect more comprehensive data for the foundations of the model

in progress.

3.1.6 Secondary Bridges Carry an Insignificant Traffic Flow OR Carry a Predictable Percentage of

Primary Bridge or Total Traffic Flow

This assumption is an extension of the previous assumption. It allowed those counting to use key

traffic points when counting and to ignore other points 100% or use key counting points to

determine the traffic flow at other points. If a bridge had a negligible traffic flow, then data did not

need to be collected there at all. If a secondary bridge has a measureable percentage of traffic flow

of a primary bridge,then one only has to measure traffic flow at the primary bridge and use

percentages to determine the flow over the secondary bridge in the same time frame.

This assumption was proved by comparing similar data sample ranges of different bridges over the

same general time frame, then determining percent flow of each bridge over the same time frames.

Statistical analysis showed if flow over any bridge is insignificant or if percentages of flow either

compared to another bridge or over total flow is constant from day to day.

Comment [C23]: Are sources, sinks, and nodes defined earlier in the report?

Comment [C24]: Same.

Comment [C25]: Which were?

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3.2 QUANTIFYING PEDESTRIAN AGENTS

To accomplish the project objectives, Team Mobility accurately counted pedestrians at key locations

in the area of study. To do this, we developed a specific counting method to conduct manual counts

based on direction of flow at key connection points around San Marco.

3.2.1 Focus Area and Key Counting Locations

The 2010 Venice Mobility team previously analyzed congestion in the San Marco district at ten

bridge locations, therefore as the succeeding team, our plans were to expand to different counting

locations, also known as nodes for the purpose of the computer model, within the San Marco

district. After evaluating a map of the area, we decided that our counting would take place at the

four bridges that connects the two sections of land divided by the Rio San Luca, Rio del Barcaroli,

and Rio San Moisè. We also concluded that, because Ponte dell’Accademia is the only bridge on the

Grand Canal that leads to the western part of the San Marco district, it should also be analyzed by

our team. Counts were also performed at the four traghetto stops in the district along the Grand

Canal. The complete list of bridges and traghetto stops can be referenced in Table ##, and the map

of the nodes can be seen in Figure ##.

Table 2: Bridges and Traghetto Stops in the Study Area

Study Area Bridges Study Area Traghetto StopsPonte del Teatro Riva del Carbòn – Fondamente del VinPonte de San Paternian Sant’ Angelo – San TomàPonte de la Cortesia San Samuele – Ca’Rezzónico Ponte dei Barcaroli o del Cuoridoro Campo del Traghetto – Calle LanzaPonte de Piscina Ponte San Moisè Ponte dell’Accademia

Comment [CF26]: We should reference a figure that maps the 2010 counting locations

Comment [CF27]: Insert our study area map

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Figure 5 Google Map of Traghetti Locations and Bridge Locations. Blue anchors simbolize traghetti stops and red and yellow

marker pairs simbolize bridge locations.

3.2.2 Counting Tools, Devices, and Methods

In order to accurately quantify the flux of pedestrians at bottleneck locations we utilized two types

of counting methods which allowed us to quickly and efficiently count a large number of

pedestrians. The first method was in-field, manual counting. The other was using several types of

video technology to determine the feasibility of collecting data from video streams and clips.

For the first method, we stationed ourselves at node locations and

utilized handheld mechanical counters. One individual can manage a

counter in each hand, one for each direction of traffic flow. However,

depending on the severity of congestion at any given time, we

determined whether it was necessary to station two counters at one

location. Each individual had a timer to keep track of the elapsed time.

If the weather was poor (raining, flooding, or excessively cold), the

Figure 6: Mechanical Tally Counter

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Mobility team did not be conduct manual counts in order to avoid discrepancies in the data. We

counted only during ideal conditions, which provided us with the most accurate pedestrian traffic

information.

The second method for data collection was using video technology to determine the feasibility of

collecting counts with video clips. For this process, our team used a GoPro camera mounted on a

tripod in order to obtain footage from an aerial perspective, much like the surveillance systems used

by the city municipality. Footage was then downloaded and counted in comparison with manual

counts to prove our camera counting concept. Section 3.3 details the methodology for determining

the feasibility of surveillance technology.

3.2.4 Time Brackets for Performing Field Counts

Our team anticipated that pedestrian mobility in Venice will differ at different times of day and days

of the week, and was able to prove that traffic flow reaches a maximum at a certain time bracket,

and on any given weekday this time bracket remains the same. Once our assumptions were proven,

we chose that peak time to be our data collection interval and conducted manual counts in fifteen

minute intervals for three hours. We also validated the assumption that weekend days had the same

peaks and collected counts at that time bracket as well.

Because the traghetti run at specific times, unlike bridges which can be utilized continuously, our team

was able to count pedestrians at traghetti stops for their entire realm of operation under the same

assumptions concerning days of the week. Venice traghetto stops also experience fluctuations in

traffic patterns throughout the day. In the morning, Venetians travel to work or school and tourists

embark towards their tourist destinations. In the late afternoon, traffic is heavier as locals take lunch

breaks and tourists venture to the various attractions. At night traffic once again reduces because

citizens return home from work and tourists conclude their day.

Additionally, certain bridges will peak at different times than others because some bridges lead to

narrow alleyways while others lead to busy squares and popular attractions. Therefore, our team

determined a schedule of time brackets and intervals to structuralize our counting process so that

counts were recorded consistently. Appendix shows the schedules we used to conduct manual

counts at each node. The following table shows the time brackets that we used to divide any given

day:

Comment [CF28]: We should have a separate appendix section for the traghetti schedules, and the time intervals we collected bridge counts

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Table 3: Time Brackets for Manual Counts

Bracket Name Start Time End Time

Early Morning 7:00 9:00

Morning 9:00 11:00

Mid-Day 11:00 13:00

Afternoon 13:00 17:00

Evening 17:00 19:00

3.3 DETERMINING VIDEO SURVEILLANCE FEASIBILITY

Development in software and video-feed based counting techniques have provided a much more

comprehensive method of collecting pedestrian traffic data. OpenCV based software, allows users to

analyze either live or recorded video feeds. Through the program, pedestrian counts as well as

direction can be determined. These systems trump human based physical counting for several

reasons. They have the ability to run continuously and provide data with no human input once set

up. This means that where human counting methodologies need to rely on assumptions to account

for gaps in data, video based systems can collect real data and work to eliminate experimental error

due to perceived or estimated data sets. After initial software development costs, the systems can

continually provide a wider range of coverage with each camera investment which gives a broader

data input picture. Looking to provide as accurate a traffic model as possible for the city of Venice, a

proof of concept was developed in order to test the feasibility of such a system in Venice.

The goal of the proof of concept for the Mobility Team was to provide a variety of video feed

samples that represent the complexity and variety of pedestrian traffic in Venice at key counting

locations that were established in the Study Area Map. These video samples provided an appropriate

and comprehensive data set for the Open CV software which, once developed, could be used in

testing. The variety of video feeds, once paired with the software, also provided insight into the

camera orientations necessary for the best software based data collection.

3.3.1 Camera Set Up

To collect pedestrian data at bridges, an HD Go Pro Camera was attached to a tripod rig 12 feet

from the base of the stand. The stand was then placed in an area to the side of the bridge where the

feed was taking place so that it would not impede traffic but would still provide a bird’s eye view of

Comment [C29]: This is background, not methodology

Comment [C30]: All background.

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the traffic ‘choke-point’. The camera lens was aimed perpendicular to traffic flow. The video feeds

were each 15 minutes in length to provide continuity among pedestrian traffic data collected. The

feeds covered a variety of scenarios often seen in Venice. The scenarios that feeds were collected for

are:

Good Weather (Clear/Sunny) – Low Volume of Traffic

Good Weather (Clear/Sunny) – High Volume of Traffic

Poor Weather (Overcast/Cloudy) – Low Volume of Traffic

Poor Weather (Overcast/Cloudy) – High Volume of Traffic

Rainy Weather – Low Volume of Traffic

Rainy Weather – High Volume of Traffic

Night Time (No Rain) – Low Volume of Traffic

Night Time (No Rain) – High Volume of Traffic

3.3.2 Video Counting Verification

The purpose of using video surveillance technology was to allow for manual counts to be collected

without a person having to be on site. To prove this concept, our team conducted counts using

video technology prepared as previously described, and recorded video clips during the on-field

manual counts, then compared the two datasets to determine if using cameras as a means for

collecting data was a practical method.

3.3.2 Verification Analysis

Once the video was recorded and the field count time interval was completed, the data was analyzed.

Another individual who was not involved in the counts taken at that scenario counted pedestrians

from the video clip to ensure the accuracy of the video counting methodology. This provided an

unbiased viewpoint for every feed. For the purpose of determining the percent error from the video

technology, counts taken from video clips were labeled “experimental” data and counts taken

manual on field were labeled “actual” data. If the percent error calculated is determined to be too

significant, then video surveillance technology was rejected for that scenario.

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3.4 ANALYZING AND VISUALIZING COLLECTED DATA

We used field forms and other data collection forms to properly format our pedestrian data to

accommodate RedFish Group’s modeling preferences. We also implemented census tracts to further

our traffic datasets and to complement agent analysis.

3.4.1 Formatting

To ensure that the agent-based model our team is contributing to is performing as anticipated, our

team came up with a usable format for tabulating data for the programming capabilities of our

collaborators. However, we also had to take into account the visual limitations of the counters on

field when collecting large amounts of data at once. It was important not to miss any individual

while on field to ensure the least amount of error. The previous team performed preliminary field

counting to determine the limit of one counter, and found that one counter was capable of

recording one direction of flow while distinguishing between Venetian and tourist without being

overwhelmed. Their team decided that two counters per location, one per direction, were necessary

to reduce the risk of data loss. If a certain time or location was anticipated to have unusually high

traffic volumes, the decision was made as to whether or not more than two counters would be

stationed to that location. Additionally, to verify the efficiency of our model and the accuracy of our

on location counts, we used the same form for our video recording counts.

The counts made by each individual was then collaborated at the end of the time bracket and

collected in excel spreadsheets that were submitted to our collaborators and integrated into the

pedestrian model. This data was also converted into a format visible to GIS Cloud for still-time

visualizations. Refer to the following section 3.3.2 for the details on the data collection forms.

3.4.2 Field Forms

To collect all of the data in an organized manner for the utilization of our collaborators, a field

spreadsheet template was created. This was used to collect the number of persons that cross through

a specific station by type of agent, and in which direction of travel. Refer to Appendix 5 for an

example of a field form. The same template was used to collect counts through video clips.

This field form was also used to tabulate data in a form suitable for our collaborators to integrate

into an agent-based model. Table 3 shows the columns that were filled out for collection of all on-

field data.

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Table 4: On Site Manual Pedestrian Counting Template

Date: Location: Recorder: Time Traveling To Traveling From Count

To collect data such as the number of students enrolled in a school on location, or how many

people buy tickets to a certain museum, or even how many Venetians attend a specific church, we

used a survey guideline in the field. Key information from these sites would be attendance and hours

of operation. Knowing the capacity of specific establishments helped create a better model agent

interaction with the environment. The information collected was then inputted into a spreadsheet

for use in GIS map layers and for the use of our collaborators. Table 4 below provides the intended

information we would hope to acquire from these institutions.

Table 5: Video Surveillance Data Collection Template

Date Time Establishment ID

Location Estimated Attendance

Capacity Hours of Operation

3.4.3 Pedestrian Modeling Techniques

Though the 2011 Mobility Team lacked the experience to create a NetLogo model based on the data

collected, the data fed models created by the RedFish Group and other organizations. Aside from a

working model, the data was also worked into several GIS cloud layers. The manual counts were

able to show tourist:Venetian concentrations at collection points and also allowed us to create a

‘heat map’ that shows population density at certain points in time. Once these were overlaid on the

GIS map, they were then compared to other layers to show correlation. The population density heat

map layer, viewed in conjunction with source and sink layers (e.g. schools, hotels, and museums)

shows the causes of the changes of population density throughout a day.

3.4.4 Census Tracts

Collaborating census data for our region of study is critical for supplementing our agent analysis. To

better understand pedestrian behavior, the origins and endpoints of each agent must be detailed.

The census layers of the GIS map complemented Venetian data that our team collected by providing

a picture of the residence distribution of the Venetian pedestrian agents. For example, Figure 21

shows the amount of adults from ages twenty to sixty-four who live in particular regions in the San

Marco area.

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These different age brackets helped us understand the destinations of these different agent types.

Agents under twenty years of age would likely leave their homes to go to a school in proximity to

their residency. Census tract layers can also provide the location and quantity of employed Venetians

in a region. Figure 22 shows an example of the employment source location distributions in San

Marco.

3.5 PUBLICIZING DATA

Once the data was collected, analyzed, and formatted using the techniques outlined above, we

published our findings for public viewing through the following means.

3.5.1 Venipedia

Venipedia is an online source created and maintained by Venice IQP project groups. It is the

“Venice Wikipedia” and contains articles on myriads of topics specific to Venice. Our project group

contributed to Venipedia by creating new pages concerning the end results of the project. The new

pages cover our organized data of the main research topics and the visual aids we created. This

allows public access to the information, and can be expounded upon by future groups.

3.5.2 Deliverables

A major component of the Venice projects is deliverables, or visual and interactive aids that aptly

summarize the findings of a project. Our deliverable is an interactive layered Google map of the city

of Venice, with different “layers,” or data sets, that can be displayed on or hidden from the map.

The layers consist of direction of travel, beginning and ending locations, schools and places of

employment, residential and commercial zones, tourist hotspots, hotels, traghetto stops, and other key

locations. Figure ## illustrates the many of these types of sources and sink locations.

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Figure 7: Sources and Sinks

Ideally, this visual aid will allow the public to see the congestion locations and reconsider their route

across Venice, taking into account the most congested areas as seen on the deliverable map.

3.5.3 Furthering Models

An objective of our project was to collect and format data in such a way as to further the

development of agent-based modeling systems. We did this by complying with the correct data

format for the models as specified by RedFish Group. We compiled all of our data, sorted it into the

specific format, and edited it to include the correct dataset for RedFish’s purpose. Ultimately, this

will enable the company to develop a model for pedestrian congestion, taking into account traffic

flow and congested locations.

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ResultsandAnalysis

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Recommendations

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BibliographyAmilcar, Marcus, Amy Bourgeois, Savonne Setalsingh, and Matthew Tassinari. Mobility in the Floating

City: A Study of Pedestrian and Water Transportation. Interactive Qualifying Project Report, Worcester:

Worcester Polytechnic Institute: Venice Project Center, 2009.

Black, Kevin, Sara Migdal, Michael Morin, Dukens Rene, and Nick Vitello. Urban Maintenance and

Venetian Accessibility. Interactive Qualifying Project Report, Worcester: Venice Project Center, 2008.

Bloisi, D., L. Iocchi, P. Remagnino, and N. Monekosso. "ARGOS-A Video Surveillance System for

Boat Traffic Monitoring in Venice." International Journal of Pattern Recognition and Artificial Intelligence,

2009: 1407-1502.

Carnevale di Venezia 2012. 2009. http://www.carnevale.venezia.it/ (accessed September 18, 2011).

Catanese, Chris, Danise Chou, Bethany Lagrant, and Rudy Pinkham. Floating Around Venice:

Developing Mobility Management Tools and Methodologies in Venice. Interactive Qualifying Project Final

Report, Worcester: Worcester Polytechnic Institute: Venice Project Center, 2008.

Catanese, Christopher D., Danice Yequay Chou, Bethany J. Lagrant, and Rudy E. Pinkham.

"Floating Around Venice: Developing Mobility Management Tool." 2008.

Centre, Flight. "Italy: A Unique Work of Art." Footprints, 2010.

Cessi, Roberto, and John Foot. "Venice." Britannica Academic Edition. 2011.

http://www.britannica.com/EBchecked/topic/625298/Venice/24379/Canal-boats-and-bridges

(accessed September 16, 2011).

Cessi, Roberto, Denis Cosgrove, and John Foot. Italy. 2011.

http://www.britannica.com/EBchecked/topic/625298/Venice (accessed September 16, 2011).

Chiu, David, Anand Jagannath, and Emily Nodine. "The moto ondoso index: Assessing the effects

of boat traffic in the canals of Venice." 2002.

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Davis, Robert C., and Garry R. Marvin. Venice, the Tourist Maze: A Cultural Critique of the World's Most

Touristed City. Berkeley: University of California Press, 2004.

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Drake, Cathryn. "Venice crossings: A traghetto tour reveals the city's other side." Wall Street Journal,

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http://geography.howstuffworks.com/europe/geography-of-venice.htm (accessed September 18,

2011).

How Were Houses in Ancient Venice Designed and Why?

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venice-designed-and-why.html (accessed September 7, 2011).

Howard, Deborah, and S Quill. The Architectural History of Venice. Singapore: B.T. Batsford, Ltd.,

2002.

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September 15, 2011).

Lopez, Angela. "Assessment of the Measure to Ease Pedestrian Congestion." Association for European

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Van der Borg, Jan. "Tourism and Urban Development: The Case of Venice, Italy." Tourism Recreation

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AppendicesAPPENDIX 1: PEDESTRIAN AGENT TYPES FLOW CHART

Pedestrian Agent Types

Venetians Tourists

Adults ElderlyStudentsOne Day 

ExcursionistsExtended Visitors

Figure 8: Flow Cart of Pedestrian Agent Types

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APPENDIX 2: CENSUS DATA GRAPHIC

Table 6: Venetian Resident Density by Age and District (From 2001 Census Data)

APPENDIX 3: GIS CLOUD MAP LAYERS

3.1 Hotels Layer

Figure 9: Hotel Locations in San Marco

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3.2 Schools Layer

Figure 10: School Locations in Venice

3.3 Museums Layer

Figure 11: Museum Locations in Venice

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3.4 Churches Layer

Figure 12: Church Locations in Venice

Figure 13: Church Locations in San Marco

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3.5 Tourist Sites Layer

Figure 14: Major Tourist Sites in Venice

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APPENDIX 4: DATABASE FORM

Date Time Location ID

Venetians Traveling A

to B

Venetians

Traveling B to A

Total

Venetians

Tourists

Traveling A to B

Tourists

Traveling B to A

Total

Tourists

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APPENDIX 5: FIELD FORMS

5.1 Venetian Field Form

Table 7: Venetian Field Form for Manual Counts

Date: Location: Recorder:Time Traveling To Traveling From Count7:00 7:00 7:15 7:15 7:30 7:30 7:45 7:45 8:00 8:00 ------ 16:00 16:00 16:15 16:15 16:30 16:30 16:45 16:45 17:00 17:00

A B A B A B A B A B --- B A B A B A B A B A

B A B A B A B A B A --- A B A B A B A B A B

5.2 Tourist Field Form

Table 8: Tourist Field Form for Manual Counts

Date: Location: Recorder:Time Traveling To Traveling From Count7:00 7:00 7:15 7:15 7:30 7:30 7:45 7:45 8:00 8:00 ------ 16:00

A B A B A B A B A B --- B

B A B A B A B A B A --- A

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16:00 16:15 16:15 16:30 16:30 16:45 16:45 17:00 17:00

A B A B A B A B A

B A B A B A B A B

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APPENDIX 6: ESTABLISHMENT DATA FORM

Table 9: Form for Institution Information

Date Time Establishment ID

Location Estimated Attendance

Capacity Hours of Operation

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APPENDIX 7: B TERM SCHEDULE

Figure 15: Mobility October Schedule

Figure 16: Mobility November Schedule

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Figure 17: Mobility December Schedule

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APPENDIX 8: BUDGET

Team Mobility Budget – Fall Semester 2011 Item Price/Item Quantity Total Price Price/Team MemberManual Clickers $5.00 10 $50.00 $12.50Binder $12.00 1 $12.00 $3.00Clipboards $4.00 4 $16.00 $4.00 $83.00 $20.75