TP exam2 Flashcards

1
Q

4 steps of the traditional four–step process of urban travel demand

A

Trip Generation, Trip Distribution, Mode Split, Traffic Assignment

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2
Q

Trip Generation (inputs, outputs, and models)

A

socioeconomic conditions and land use (in), productions/attractions (out) w/linear regression model

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3
Q

Trip Distribution (inputs, outputs, and models)

A

productions/attractions (in), trips (out) w/gravity model

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4
Q

Mode Split (inputs, outputs, and models)

A

trips (in), trips by mode (out) w/Logit Model

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5
Q

Traffic Assignment (inputs, outputs, and models)

A

trips by mode (in), travel time and level of service (out) w/user equilibrium or system optimal

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6
Q

There are two different types of modal split models identified in the text – what are they?

A

Trip–End Models & Trip–Interchange Models

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7
Q

Define the logit model including a mathematical representation of the model and definitions of each term.

A

traveler with a choice tends to choose the travel mode that has the greatest utility\nP = e / sigma e equation…

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8
Q

Trip–End Models, definition, (when should it be used, and why?)

A

based on assumption that ridership is due to socioeconomic variables “captive” users; use before trips distributed; used for small\ncommunities or in developing countries

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9
Q

Trip–Interchange Models, definition, (when should it be used, and why?)

A

Logit model, use after trip distribution, looks at multiple socioeconomic factors and trips to determine split

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10
Q

Trip assignment – Interaction between supply and demand ?

A

demand – output from first three steps of process, supply – network (roadway, transit routes) and costs (travel time, distance, tolls)

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11
Q

user equilibrium

A

based on the assumption that each individual chooses the route perceived as being the best

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12
Q

system optimal

A

users are assigned to routes so as to minimize the system wide average cost of travel, generally does not yield same result as user equilibrium

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13
Q

4 traffic assignment techniques outlined in Section 5.4.4 of Meyer & Miller’s text

A

minimum path (all–or–nothing), equilibrium assignment, stochastic assignment, dynamic assignment

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14
Q

minimum path (all–or–nothing)

A

all traffic between a given origin and\ndestination is loaded on the links comprising the minimum path and nothing is loaded on the other links

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15
Q

equilibrium assignment

A

volume on links change until travel time on links become the same

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16
Q

stochastic assignment

A

user equilibrium, based on the assumption that each individual chooses the route perceived as being the best (i.e., each individual\nminimizes or optimizes travel time or cost)

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17
Q

dynamic assignment

A

similar to user equilibrium, but this method assigns trips over time as well

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18
Q

incremental assignment methods

A

assignment by link or node – assign increment of flow and then update travel times, then assign another increment of flow on new shortest time

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19
Q

Basics of urban planning theory.

A

planner’s objective is not merely to describe the city and its components, but rather to propose ways in which they can be changed,

20
Q

3 basic concepts used to describe urban form

A

urban form, urban interaction, and urban spatial structure).

21
Q

urban form

A

the spatial pattern or “arrangement” of\nindividual elements

22
Q

urban interaction

A

collective set of interrelationships, linkages, and flows (i.e., highways and streets)

23
Q

urban spatial structure

A

Combines the urban form through the urban interaction with a set of\norganizational rules into a city system (i.e., rent, density, income)

24
Q

Comprehensive plan, master plan, or general plan:

A

An official statement of a geographic unit’s policies and intentions pertaining to physical development in\nthe years ahead.

25
Q

Guidelines:

A

set of implementation techniques

26
Q

Legislation:

A

Recommendations turned into bills and\nenacted into law

27
Q

Codes

A

Housing and building codes, for example. Important implementation techniques for ensuring the quality of community growth. Establish\nstandards. Used at the local municipal level.

28
Q

Zoning:

A

Legal device for implementing local land–use plans. Ensures compatibility and controls the densities of certain parts of the community

29
Q

Subdivision regulations:

A

Regulations that complement the local zoning ordinances. Control the development and change occurring within a community

30
Q

Infrastructure

A

the life–support facilities of a\ngeographic unit, like, streets, bridges, sewers, rails, etc.

31
Q

4 specific types of land use models as outlined in Meyer & Miller’s text and the basis for each

A

heuristic, simulation, operational, and scenario

32
Q

3 values calculated in Hansen’s Accessibility Model

A

Accessibility index, development potential, and population allocated to a zone

33
Q

2 types of assessment to determine transportation impacts on the urban activity system & define

A

ex post assessment – evaluate current condition with previous one “before and after”\npriori assessment – with and without level of analysis, only uses forecasted data

34
Q

3 levels of decision making outlined for supply analysis.

A

Metropolitan–level network analysis for strategic investment, Operational or tactical planning, Scheduling of transportation services

35
Q

5 major components of a transportation system and the interaction between these components.

A

system user, mode, infrastructure, intermodal connections, stakeholders

36
Q

6 performance characteristics and measures used in transportation

A

speed, volume, density, capacity, level of service, headway

37
Q

4 exclusive right–of–way or guideway operations

A

performance, headway, capacity, dwell time

38
Q

Shared right–of–way operations (controlled vs. uncontrolled facilities).

A

controlled facilities – freeways, uncontrolled – urban\nstreets and sidewalks

39
Q

5 principles of pedestrian flow

A

comfort, convenience, safety, security, economy

40
Q

pedestrian flow definition– comfort

A

weather protection, climate control, shelters

41
Q

pedestrian flow definition– convenience

A

walking distances, pathway\ndirectness, grades, sidewalk ramps, signing, maps

42
Q

pedestrian flow definition– safety

A

separation of pedestrians from vehicular traffic on the same horizontal plan

43
Q

pedestrian flow definition– security

A

lighting, open lines of sight, degree of\nstreet activity

44
Q

pedestrian flow definition– economy

A

user costs incurred by travel delay\nand inconveniences, commercial development influenced by pedestrian activity

45
Q

pedestrian flow concepts (equation)

A

pedestrian unit flow rate = peak 15min flow rate / (15 * effective width of sidewalk)

46
Q

Network flow analysis (3 ways it can be used)

A

used to determine maximum flow through a networkwith links of finite capacity, equilibrium flow through a\nnetwork, given a known set of origin–destination patterns, shortest paths between nodes within the network