Download presentation
Presentation is loading. Please wait.
Published byΙσίδωρα Αλεξανδρίδης Modified over 5 years ago
1
Trip Generation II Meeghat Habibian Transportation Demand Analysis
Lecture note Trip Generation II Meeghat Habibian
2
Content: Linear regression Statistical tests
Aggregate vs. Disaggregate approach The dummy variable Transferability and temporal stability of model Accessibility Transportation Demand Analysis- Lecture note
3
Introduction Calibrating models to forecast trips produced from (attracted to) each zone in the future Methods: Graphs Land use based factors (ITE) Growth factor Cross classification Linear regression Transportation Demand Analysis- Lecture note
4
Transportation Demand Analysis
Lecture note Linear Regression
5
Linear Regression An approach for modeling a relationship between
Dependent variable (y) and One (or more) independent variable(s) (xk) y=β0+β1x1+β2x2 +β3x3 +β4x4 +…+βkxk +ε Goal: To calculate coefficients (βi), such to minimize sum of the squares of errors (differences between observations and estimation) Transportation Demand Analysis- Lecture note
6
Matrix notation Y=X β+ ε n: number of observation
β0 Transportation Demand Analysis- Lecture note n: number of observation k: number of independent variables
7
Assumptions for error term
1- εi has normal distribution: εi ~ Normal 2- Mean of εi is 0: E(εi)=0 3- Expectation of εi2 is finite: E(εi2)=σ2 Var(εi)=E[εi-E(εi)]2=E[εi-0]2=E(εi2)= σ2 Therefore: εi~ N(0 , σ2 ) Transportation Demand Analysis- Lecture note
8
Assumptions for error term
4- Errors are independent: ∀i≠j: E(εi εj)=0 E(εi εj)= E(εi) E(εj)=0 (Non auto regression) 5- Xi s are deterministic such to 6-Number of observations is grater than number of coefficients: n > k+1 7- Xi s are independent from each other Transportation Demand Analysis- Lecture note
9
Society and Sample Calculations are based on the sample but results should reflect the society E(yi)=β0+β1xi β 0~N(β0, σ2) β 1~N(β1, σ2) Transportation Demand Analysis- Lecture note
10
Dependent variable distribution (y)
y=β0+β1x1+β2x2 +β3x3 +β4x4 +…+βKxK + ε E(y) =E(β0+ Σβkxk+ ε)=E(β0)+E(Σβkxk)+ E(ε) =β0+Σ(E(βkxk)+0= β0+ ΣxkE(βk) = β0+ Σxkβk Var(y)=E[y-E(y)]2=E[β0+ Σβkxk+ ε-E(β0+ Σβkxk)]2= E(ε2)= σ2 Therefore: y~N(β0+β1x1+β2x2 +β3x3 +β4x4 +…+βKxK , σ2) Transportation Demand Analysis- Lecture note
11
Question? What are the mean and standard error of the estimated coefficients based on the sample (i.e., )? Given (society): y~N(β0+β1xi, σ2) β 0~N(β0, σ2) β 1~N(β1, σ2) Transportation Demand Analysis- Lecture note
12
Remember from TP We were looking for estimation of β0 and β1:
Error sum of squares definition: We calculated in order to minimize ESS: Transportation Demand Analysis- Lecture note
13
Remember from TP Transportation Demand Analysis- Lecture note
14
Remember from TP By solving the recent equations:
Transportation Demand Analysis- Lecture note
15
Definitions Therefore: Transportation Demand Analysis- Lecture note
16
Expectation of 𝛽 1 (Mean)
𝛽 1 = 𝑆 𝑥𝑦 𝑆 𝑥𝑥 = 𝑖 𝑥 𝑖 − 𝑥 ∗ 𝑥 𝑖 − 𝑦 𝑖 𝑥 𝑖 − 𝑥 2 Transportation Demand Analysis- Lecture note
17
Expectation of 𝛽 1 (Mean)
Demonstration: 𝛽 1 = 𝑆 𝑥𝑦 𝑆 𝑥𝑥 = 𝑖 𝑥 𝑖 − 𝑥 ∗ 𝑥 𝑖 − 𝑦 𝑖 𝑥 𝑖 − 𝑥 2 𝐸 𝛽 1 =𝐸 𝑖 𝑥 𝑖 − 𝑥 𝑦 𝑖 − 𝑦 𝑆 𝑥𝑥 = 1 𝑆 𝑥𝑥 𝐸( 𝑖 𝑥 𝑖 − 𝑥 𝑦 𝑖 − 𝑦 ) = 1 𝑆 𝑥𝑥 ( 𝑖 𝑥 𝑖 − 𝑥 𝐸 𝑦 𝑖 − 𝑦 ) Transportation Demand Analysis- Lecture note
18
Expectation of 𝛽 1 (Mean)
= 1 𝑆 𝑥𝑥 ( 𝑖 𝑥 𝑖 − 𝑥 𝐸 𝑦 𝑖 −𝐸 𝑦 = 1 𝑆 𝑥𝑥 ( 𝑖 𝑥 𝑖 − 𝑥 ( 𝛽 0 + 𝛽 1 𝑥 𝑖 − 𝛽 0 + 𝛽 1 𝑥 ) ) = 1 𝑆 𝑥𝑥 𝑖 𝑥 𝑖 − 𝑥 𝛽 1 𝑥 𝑖 − 𝑥 = 𝛽 1 𝑆 𝑥𝑥 𝑖 𝑥 𝑖 − 𝑥 = 𝛽 1 𝑆 𝑥𝑥 𝑆 𝑥𝑥 = 𝛽 1 Transportation Demand Analysis- Lecture note Therefore: E( 𝛽 1 )= β1
19
Variation of 𝛽 1 (Variance)
We can rewrite 𝛽 1 in form of linear combination of 𝑦 𝑖 as follows: 𝛽 1 = 𝑖 𝑐 𝑖 𝑦 𝑖 𝛽 1 = 𝑖 𝑥 𝑖 − 𝑥 𝑦 𝑖 − 𝑦 𝑆 𝑥𝑥 = 𝑖 𝑥 𝑖 − 𝑥 𝑦 𝑖 − 𝑖 𝑥 𝑖 − 𝑥 𝑦 𝑆 𝑥𝑥 = 𝑖 𝑥 𝑖 − 𝑥 𝑦 𝑖 − 𝑦 𝑖 𝑥 𝑖 − 𝑥 𝑆 𝑥𝑥 Transportation Demand Analysis- Lecture note
20
Variation of 𝛽 1 (Variance)
𝑖 𝑥 𝑖 − 𝑥 𝑦 𝑖 𝑆 𝑥𝑥 = 𝑖 𝑥 𝑖 − 𝑥 𝑆 𝑥𝑥 𝑦 𝑖 = 𝑖 𝑐 𝑖 𝑦 𝑖 ; 𝐶 𝑖 = 𝑥 𝑖 − 𝑥 𝑆 𝑥𝑥 Transportation Demand Analysis- Lecture note
21
Variation of 𝛽 1 (Variance)
=E [Σciεi]2 =E [Σci2εi2+2ΣiΣjcicjεiεj] Transportation Demand Analysis- Lecture note
22
Variation of 𝛽 1 (Variance)
𝜎 2 𝑆 𝑥𝑥 2 𝑖 𝑥 𝑖 − 𝑥 2 = 𝜎 2 𝑆 𝑥𝑥 2 𝑆 𝑥𝑥 = 𝜎 2 𝑆 𝑥𝑥 → 𝛽 1 ~𝑁( 𝛽 1 , 𝜎 2 𝑖 𝑥 𝑖 − 𝑥 ) Transportation Demand Analysis- Lecture note
23
Expectation of 𝛽 0 (Mean)
𝛽 0 = 𝑦 − 𝛽 1 𝑥 →𝐸 𝛽 0 =𝐸 𝑦 − 𝛽 1 𝑥 =𝐸 𝑦 − 𝑥 𝐸 𝛽 1 = 𝛽 𝛽 1 𝑥 − 𝛽 1 𝑥 = 𝛽 0 Transportation Demand Analysis- Lecture note
24
Variation of 𝛽 0 (Variance)
Demonstrate that 𝛽 0 is linear combination of 𝑦 𝑖 : 𝛽 0 = 𝑖 𝑑 𝑖 𝑦 𝑖 𝛽 0 = 𝑦 − 𝛽 1 𝑥 = 1 𝑛 𝑖 𝑦 𝑖 −( 𝑖 𝑐 𝑖 𝑦 𝑖 ) 𝑥 = 1 𝑛 𝑖 𝑦 𝑖 − 𝑥 𝑖 𝑥 𝑖 − 𝑥 𝑆 𝑥𝑥 𝑦 𝑖 = 1 𝑛 𝑖 𝑦 𝑖 − 𝑥 𝑆 𝑥𝑥 𝑖 𝑥 𝑖 − 𝑥 𝑦 𝑖 Transportation Demand Analysis- Lecture note
25
Variation of 𝛽 0 (Variance)
= 𝑖 1 𝑛 − 𝑥 𝑆 𝑥𝑥 ( 𝑥 𝑖 − 𝑥 ) 𝑦 𝑖 = 𝑖 𝑑 𝑖 𝑦 𝑖 𝑑 𝑖 = 1 𝑛 − 𝑥 𝑆 𝑥𝑥 𝑥 𝑖 − 𝑥 𝑉𝑎𝑟 𝛽 0 =𝑉𝑎𝑟 𝑖 𝑑 𝑖 𝑦 𝑖 =𝐸 𝑖 𝑑 𝑖 𝑦 𝑖 −𝐸( 𝑖 𝑑 𝑖 𝑦 𝑖 ) 2 =𝐸 𝑖 𝑑 𝑖 𝑦 𝑖 − 𝑖 𝑑 𝑖 𝐸( 𝑦 𝑖 ) 2 Transportation Demand Analysis- Lecture note
26
Variation of 𝛽 0 (Variance)
2 2 = Transportation Demand Analysis- Lecture note
27
Variation of 𝛽 0 (Variance)
= 𝑖 𝑑 𝑖 2 𝐸 𝜀 𝑖 𝑖≠𝑗 𝑑 𝑖 𝑑 𝑗 𝐸 𝜀 𝑖 𝜀 𝑗 = 𝑖 𝑑 𝑖 2 𝜎 2 = 𝜎 2 𝑖 𝑑 𝑖 2 = 𝜎 2 𝑖 𝑛 − 𝑥 𝑆 𝑥𝑥 𝑥 𝑖 − 𝑥 = 𝜎 𝑛 − 𝑥 2 𝑆 𝑥𝑥 → 𝛽 0 ~ 𝑁 𝛽 0 , 𝜎 𝑛 + 𝑥 2 𝑖 𝑥 𝑖 − 𝑥 2 + Transportation Demand Analysis- Lecture note
28
Conclusion ( 𝛽 ) Least square estimators have normal Distribution as follows: Transportation Demand Analysis- Lecture note Best Linear Unbiased Estimator = BLUE
29
Sample standard error σ is measure of variability of y
lower values for σ2 show that observations are closer to regression line For 1 independent variable: For k independent variables: Transportation Demand Analysis- Lecture note
30
Transportation Demand Analysis
Lecture note Statistical Tests
31
Correlation Coefficient
Square of correlation coefficient is called Coefficient of Determination, R2 -1≤R≤1 Transportation Demand Analysis- Lecture note
32
Goodness of fit measure
Define: TSS=RSS+ESS Transportation Demand Analysis- Lecture note
33
Coefficient significance
T-student test (T-Test) T-Table Tcritical (α,n-k-1) T0<Tcritical H0 can not be rejected at α level T0>Tcritical H0 is rejected at α level Transportation Demand Analysis- Lecture note
34
Statistical Hypothesis:
F test: For checking whole model: H0:R2= (RSS=0) K: Number of independent variables Transportation Demand Analysis- Lecture note F0<Fcritical H0 can not be rejected at α level F0>Fcritical H0 is rejected at α level
35
Choosing Best Model 1- Low correlation of independent variables (IVs)
2- Intuitive sign of coefficients 3- T-Student test 4- Smaller values for β0 5- Goodness of fit value 6- F test 7- Lower number of variables Transportation Demand Analysis- Lecture note
36
Aggregate vs. Disaggregate Approach
Transportation Demand Analysis Lecture note Aggregate vs. Disaggregate Approach
37
Modeling Approaches Disaggregate models Lower sample size
Aggregate total (zonal average level) Aggregate rate (household-based average level) Higher variation Lower goodness of fit Makes more sense Transportation Demand Analysis- Lecture note
38
Aggregate & disaggregate:
Values of R2 for aggregate models are much higher than disaggregate models Coefficient of aggregate models have grater variance than disaggregate models A class lecture on variance of above models Transportation Demand Analysis- Lecture note
39
Transportation Demand Analysis
Lecture note The Dummy Variable
40
Why we need dummy variables?
Non quantifiable variables e.g., Gender, Marital status, … 2. Non uniform effect (in different intervals) variables e.g., Age, distance, … Transportation Demand Analysis- Lecture note Uniform effect Non-uniform effect
41
Structure Dummy variable = Example: D1= D2=
1, if a condition is satisfied 0, otherwise Dummy variable = Example: D1= D2= 1, if a household has 1 car 0, otherwise Transportation Demand Analysis- Lecture note 1, if a household has 2 or more car 0, otherwise
42
Example (Trip generation)
An ordinary regression model: Trip number = 𝛽 0+ 𝛽 1 (Car ownership)+ 𝛽 2 (HHSZ) Trips Cars HHSZ=2 HHSZ=1 HHSZ=0 β1 Transportation Demand Analysis- Lecture note 𝛽 0+2 𝛽 2 𝛽 0+ 𝛽 2 𝛽 0
43
Example (Trip generation)
An ordinary regression model: Trip number = 𝛽 0+ 𝛽 1 (Car ownership)+ 𝛽 2 (HHSZ) A dummy enhanced model: Trip number = 𝛽 0+ 𝛽 1X2i+…+ 𝛽 5X6i+ 𝛽 6Z2i+ 𝛽 7Z3i+εi X1i= Z1i= X2i= Z2i= … X6i= Z3i= Therefore: Household i: 1, household i has 1 member 0, otherwise 1, household i has not car 0, otherwise Transportation Demand Analysis- Lecture note 1, household i has 2 members 0, otherwise 1, household i has 1 car 0, otherwise 1, household i has 6 members 0, otherwise 1, household i has 2+ cars 0, otherwise X1i+X2i+X3i+X4i+X5i+X6i=1 Z1i+Z2i+Z3i=1
44
Example (Trip generation)
Dummy enhanced model: Trip number = 𝛽 0+ 𝛽 1X2i+…+ 𝛽 5X6i+ 𝛽 6Z2i+ 𝛽 7Z3i+εi X1i= Z1i= X2i= Z2i= … X6i= Z3i= Examples: Household containing 1 member and no car: 𝑌 = 𝛽 0 Household containing 1 member and 1 car: 𝑌 = 𝛽 0+ 𝛽 6 Household containing 3 members and 3 cars: 𝑌 = 𝛽 0+ 𝛽 3+ 𝛽 7 1, household i has 1 member 0, otherwise 1, household i has not car 0, otherwise 1, household i has 2 members 0, otherwise 1, household i has 1 car 0, otherwise Transportation Demand Analysis- Lecture note 1, household i has 6 members 0, otherwise 1, household i has 2+ cars 0, otherwise
45
Notes Each pair of dummy variables must not overlapped
Union of all levels must be the Universal set At least, one level (known as base level) should excluded from the modeling A multiplicative dummy may also use (e.g., XZ) which would be a more complicated case Transportation Demand Analysis- Lecture note
46
Transferability and Temporal Stability of Model
Transportation Demand Analysis Lecture note
47
Model Transferability
Aggregate model Aggregate Total Different zone size, topography, … Aggregate rate Households behavior can be similar Disaggregate model Individuals may behave more similar E.g., New mass transit choice for new towns Transportation Demand Analysis- Lecture note
48
Temporal Stability Use a model after a long period in the future
Shall a new dataset for new time (t2) be collected? Two issues should be checked (small dataset) Macro Observation – estimation graph Micro Statistical assessment of coefficients Transportation Demand Analysis- Lecture note
49
Macro (Observation – estimation graph)
Use an observation-estimation graph Yt2=α+βY^t1 α Statistically, α should be 0 and β should be 1 Yt2 β Transportation Demand Analysis- Lecture note Y^t1
50
Micro (Statistical assessment of coefficients)
Differences of respective βs should be statistically 0 As βs have normal distributions, their respective difference has also normal distribution: βt1-βt2 ~ N( 0, SE(βt1-βt2) ) Transportation Demand Analysis- Lecture note
51
Micro (Example) Trip generation data for 357 household is available for times t1 and t2 Trip number = β0+β1 (Car ownership)+ β2 (HHSZ) Two models have been calibrated as follows: Transportation Demand Analysis- Lecture note t1 t2 β0 -0.45 -0.19 β1 1.40 (0.13) 1.46 (0.15) β2 1.92 (0.31) 1.52 (0.27) R2 0.34 0.36
52
Micro (Example) Assessing β1
Trip number = β0+β1 (Car ownership)+ β2 (HHSZ) H0: βt1-βt2 =0 T=(βt1-βt2 )/SE(βt1-βt2 ) Remember: Var(X-Y)=Var(X)+Var(Y)-2Cov(X,Y) Independent samples: Cov(βt1,βt2 )=0 SE2=(0.13)2+(0.15)2-2*0= SE=0.198 T=( )/0.198= H0 can not be rejected t1 t2 β0 -0.45 -0.19 Β1 (SE) 1.40 (0.13) 1.46 (0.15) Β2 (SE) 1.92 (0.31) 1.52 (0.27) R2 0.34 0.36 Transportation Demand Analysis- Lecture note
53
Micro (Example) Assessing β2
Trip number = β0+β1 (Car ownership)+ β2 (HHSZ) H0: βt1-βt2 =0 T=(βt1-βt2 )/SE(βt1-βt2 ) Remember: Var(X-Y)=Var(X)+Var(Y)-2Cov(X,Y) Independent samples: Cov(βt1,βt2 )=0 SE2=(0.31)2+(0.27)2-2*0=0.169 SE=0.411 T=( )/0.411=0.97 H0 can not be rejected t1 t2 β0 -0.45 -0.19 Β1 (SE) 1.40 (0.13) 1.46 (0.15) Β2 (SE) 1.92 (0.31) 1.52 (0.27) R2 0.34 0.36 Transportation Demand Analysis- Lecture note
54
Notes No change in the role of variables during the studied period
E.g., Car as a proxy of income vs. Car as an essential instrument in individual’s lifestyle Pooling the data together and use a respective dummy is also recommended to calibrate a model for a long period with two datasets Transportation Demand Analysis- Lecture note
55
Transportation Demand Analysis
Lecture note Accessibility
56
Necessity Trip generation models are not sensitive to policy making
Because they are not sensitive to attributes of the transportation system (e.g., time and cost) Note: Time and cost depend on both origin and destination which is not known in trip generation stage Transportation Demand Analysis- Lecture note
57
Definition Acci=ΣjcijAj Acci: Accessibility index for zone i
Cij: Cost of travel between I and j Aj: Opportunities at zone j (e.g., Population, Student number, School number) Transportation Demand Analysis- Lecture note
58
Transportation Demand Analysis- Lecture note
Finish
Similar presentations
© 2024 SlidePlayer.com. Inc.
All rights reserved.