Modeling and Analysis of
Transportation Flows Created
by E-commerce Transactions
Adam Ho, Erhan
Kutanoglu, Michael Cole
Department of Industrial
Engineering
Michael
Bartolacci
Computer Science
1. INTRODUCTION
1.1 Motivation
Many studies and surveys show the
signs of an exponentially growing Internet-based economy. The recent growth of
business and trade realized over the Internet has drawn a lot of attention to
electronic business, whether it is business-to-business or
business-to-consumer. The increasing availability of e-commerce solutions
provides firms with new potential for reaching new customers and business
partners. Traditionally, the two most formidable barriers for this type of
extended business have been distance and the lack of access to key sales and
marketing areas. With the potential removal of such barriers in the new
economy,
The
question that arises is “How will growing e-commerce affect the physical transportation
network?" Similar to traditional commerce transactions, an e-commerce
transaction may result in transfer of goods. This physical exchange of goods
relies heavily on the traditional transportation network. We hypothesize that
the growing number of e-commerce transactions affects the distribution of loads
on the transportation network, with potential changes on the usage of different
modes such as air, rail, road, and inland water. In e-commerce, instead of
shipping 100 computers in one truckload to a local store, 100 boxes, each with
one computer, are shipped to a dispersed set of customers. For example, on a
single Saturday in July 2000, 100 airplanes and 9,000 trucks delivered more
than 250,000 copies of Harry Potter and
the Goblet of Fire to Amazon.com customers all over the
A quick
analysis of the U.S. Census Bureau's commodity flow surveys (1993 and 1997)
indicates an increase in the average distance of each ton of products shipped
(www.census.gov). This implies that over the years, an average load is shipped
to a destination that is farther away from the origin. Although not all of such
changes are due to e-commerce, we believe that the growth of e-commerce results
in a diminishing effect of distance on transportation flows between distant
regions. Our goal is to model the changes in the distribution of transportation
flows given increasing amounts of e-commerce and the corresponding diminishing
importance of distance.
For the
purposes of planning by governmental agencies and transportation providers,
surveys have already been undertaken through partnerships between the Census
Bureau, the Department of Commerce and the Department of Transportation to
collect data on the movement of goods (not necessarily e-commerce initiated).
The data from this survey, referred as commodity flow survey (CFS), are used by
public analysts and transportation providers to assess the demand for
transportation facilities and services, energy use, and environmental concerns.
We foresee that public analysts and transportation analysts can make use of the
knowledge on changing pattern of flows due to e-commerce to allocate resources
and plan for the future.
Currently,
e-commerce represents approximately 1% of the total
1.2. Report Outline
The rest of the report is organized as follows: In Chapter 2, we provide a rather extensive review of the relevant literature on different applications of gravity models, a model that is primarily used in estimating transportation flows between regions. In this research, this model has been further developed to estimate freight movements with the effect of e-commerce. We discuss data sources in Chapter 3. In Chapter 4, we discuss our modeling effort and how we calibrate the base flow data obtained from the 1997 commodity flow survey. Base flow is the historical flows of goods exchanging between regions. We also present the way we determine different parameters to estimate future flows, and the process in assigning the flows to different transportation modes. We provide our first preliminary analysis using SCTG code ‘35’ (electronic and electrical products, and office equipments) as our base flow condition in Chapter 5. We also show our preliminary output of the gravity model and the way we use two other product flow data to eliminate the bias effect toward product code ‘35’. We show that we can use the results to validate the use of gravity modeling for quantifying the directional distribution of transportation flows under diminishing effects of distance in e-commerce. We also present the findings of the expected usage of different modes in year 2005. Finally, we summarize our main findings and provide some insights for future research in Chapter 6.
2. LITERATURE REVIEW
In this
chapter, we present a review of literature on gravity modeling, which is the
modeling tool that we use in this research. We first give an overview of
gravity modeling applications in trip and freight distribution as well as other
economic applications. While we review the relevant literature, we also
highlight several differences between previous research and our implementation
for e-commerce flows. To our knowledge, no previous research effort has used
gravity models to capture the effect of e-commerce on the
2.1
Introduction to Gravity Models
Gravity modeling was first
introduced into transportation modeling in the 1950’s. Gravity models belong to
a class of models called synthetic models,
and they are generally used for the rough approximation of actual movements
(Hamburg, Kaiser and Lathrop, 1983). Gravity models are often used for
estimating trip distribution in a transportation context. These models have
also been modified and used to estimate freight flows between a set of
production and consumption regions. The gravity model is particularly useful
when there are sizable distances and cost differences between each pair of production
and consumption regions. Such characteristics are present in the world of
electronic commerce.
Gravity models were originally developed from
an analogy with
(1)
where Tij
= the number of trips between origin i
and destination j,
Oi =
population of origin region i,
Oj = population of destination region j,
dij = distance
between origin i and destination j,
aij = proportionality
factor
The initial gravity model, Equation
(1), was later modified by modeling the effect of distance with a more generic
function f (cij), which represents the disincentive to travel as
distance, time or cost increases. The modified model thus became
Tij=aijOiOj
f (cij)
(2)
2.2 Gravity
Modeling in Trip Distribution Problems
The trip distribution problem deals with the
assignment of traffic from given origin zones to given destination zones. This
problem is built on the idea of accessibility of one region from another, thus
creating the inter-activity between regions. In reference to the traditional
form of gravity mode shown in Equation (1), the population of origin region Oi is substituted with Pi, which represents the
production capacities, and the population of destination region Oj is substituted with Cj, which
represents the consumption capacities. The relative number of opportunities
such as work opportunities can be used as an accessibility measure for a zone.
In this research, this can be viewed as the opportunity for online businesses
to reach additional sellers/customers in further reaching regions, which then
creates additional transportation flows.
The types of marginal constraints with which we shall be primarily concerned are
of the forms![]()
Tij = Number of trips flowing from region i to region j
Pi = Number of trips originated from region i
Cj = Number of trips consumed by region j
These marginal constraints eliminate the gravity model
problem discussed in Section 2.1 where all flows from region i to region j within a system should equal the production and consumption
capacities. These constraints can also be represented as shown in Equation 5
and 6.
(
)
(5) (6)
Trip
distribution models involving these types of marginal constraints are referred
to as doubly-constrained distribution
models (Erlander and Stewart, 1990). The gravity model that we develop in this
research is also a doubly-constrained gravity model. A doubly-constrained
gravity model could come in different forms, and such forms are governed by impedance values. Impedance values are determined from its functional form called deterrence function. Impedance values set the level of
inter-activity between two regions. Erlander and Stewart (1988) present several
basic forms, which we review briefly in Section 2.2.1.
The Bureau of Public Roads (Connor and Whitton, 1965) for urban area planning suggests that the most effective representation for impedance value is travel times. The total travel time is usually the minimum total driving time over a path between zones (or regions) plus the terminal times at both ends of the trip. Travel times provide a realistic measure of the actual spatial separation between regions, as it is likely to influence automobile drivers in their decisions as to places to work, shop, etc. In effect, the travel time factor measures the probability of making a trip during each time unit. Distance, travel cost, and many other spatial separation inter-relations have been used in the past as the factor to determine the impedance value.
Different Forms of Gravity Models:
a)
Doubly
Constrained Gravity Model with Given Inter-Zonal Weights
This type of
gravity model assigns a set of inter-zonal weights for origin- destination
pairs. These weights are usually viewed as constants, which can be interpreted
as a priori weights. Erlander and
Stewart (1988) define a gravity model with inter-zonal weights as follows:
Given Wij Î (0,1), (i
,j)Î L (set of all
possible origin-destination pairs or Links),
Tij is a solution of the doubly-constrained gravity model with
given inter-zonal weights Wij,
(7)
where Tij = Number of trips flowing
from region i to region j
Pi = Number
of trips originated from region i
Cj = Number of trips consumed
in region j
Wij =
Inter-zonal weight between region i
and region j
L
= Set of origin-destination pairs
b)
Doubly-Constrained
Gravity Model with Exponential Deterrence
Function
According to
Erlander and Stewart (1988), the exponential deterrence function is the most widely used deterrence function in trip distribution modeling. The exponential deterrence function specifies the
inter-zonal weights in terms of parameter g ³ 0, and constants cij.
Given g ³ 0, and cij ³ 0, (i ,j)Î L, a doubly
constrained gravity model with exponential deterrence
function is as follows:
Tij = PiCje(-gcij) Pi>0 , Cj>0, (i , j) Î L (8)
c) Doubly-Constrained
Gravity Model with Exponential Deterrence
Function and Socio-economic Factor
This new
form is a modification of the previous one with additional constants Kij that are interpreted as socio-economic factors. Socio-economic factors are included in
trip distribution models in order to account for trip-making potentials of
individuals, or the trip production potential of origins and the trip
attraction potential of destinations (Kanafani, 1983). Given g ³ 0, Cj ³ 0, and Kij
Î (0,1), (i,j)Î L, a doubly-constrained gravity model with exponential deterrence function exp(-gcij) and socio
economic factors Kij is as
follows:
Tij = Pi Cj [Kij e (-gcij)] Pi > 0 , Cj>0 , (i , j)Î L (9)
2.3
Regression and
The third form of gravity model discussed in section 2.2 is as shown in equation (10)
Tij=PiCj[Kije (-gcij)]
(10)
This model is linear by itself, and with a logarithmic transformation, we can calibrate it using simple linear regression to determine better g values (Kanafani, 1983). The calibration process helps to better estimate the impedance values that will properly set the inter-activity between origin and destination pairs. Note that
ln [ Tij
/ Pi Cj ] = ln(Kij) - gcij
(11)
According
to Kanafani, in order to avoid any possible distortion in the estimate of g when there are large cij values, a least squares
function can be used. That is, one can try to minimize the sum of squared
errors to fine-tune the value of g: The sum of squared errors or the least squares function is
defined as
(12)
where T’ij
= Observed origin-destination flows of the base flow condition
Tij = Estimated
origin-destination flows
The values
used as base flow conditions are obtained from 1997 commodity flow surveys.
They are historical values measured in tons, which represents the flows of products
from region i to region j.
In this
research, T’ij is
obtained from the U.S Census Bureau's commodity flow survey, and Tij is estimated using the
model that we have developed. The least squares estimation procedure attempts
to seek the closest agreement between Tij
and T’ij by
minimizing the sum of squares. This is a method to improve and to evaluate the
performance of the newly developed model and see how well the model is
calibrated to base flow condition (Kanafani, 1983). We employ a similar procedure
in our research.
2.4 Relevant
Applications of Gravity Models
Carter
(1993) states that gravity modeling is an accepted market analysis tool for
determining the economic feasibility of retail stores. Retail gravity models
were originally used to forecast the number of consumers shopping in a city.
Carter (1993) uses them to evaluate the value of retail property depending on
the demand for the products sold by stores. His research allocates the consumer
dollars that will be spent for a type of product within a trade area based on a
reasonable assumption about consumer behavior. The retail model assumes that,
within a trade area, the probability that a consumer will shop at a particular
store is directly proportional to some power of the size of the store and is
inversely proportional to some power of the distance between the consumer and
the store. Distance is considered to be a dominating factor when it comes to
trading, even if a large trade area is considered. However, in our view, this
will change as e-commerce grows over time.
Retail
gravity modeling is also used to quantify the economic viability of a proposed
project. Bottum (1989) introduces additional parameters governing the retail
gravity model. In the revised model, consumer behavior not only depends on the
size of stores and distance, but also is a function of accessibility, physical
barriers, driving time and income levels. This approach is feasible when a
small trade area is considered.
Gravity
modeling is also used in the travel industry to analyze the foreign tourist
market. For example, Webster (1993) uses gravity modeling to predict the flow
of tourists between a pair of countries as a direct function of each country’s
population and as an inverse function of the distance between them. Here
distance serves as the main impedance
contributor for tourism. However, later findings in Webster’s research showed
that there is a lack of significance displayed by the distance variable
relative to the number of trips. Travel time turned out to be the best impedance.
2.5 Gravity
Modeling for Freight Flow Distribution
Freight flow
distribution can be defined as the movement of goods from several origins to
several destinations. Modeling freight flows can be considered from multiple
dimensions, such as volume, weight, and trips. Veras and Thorson (2000)
consider the amount of freight measured in tons (or any comparable unit of
weight) as a unit of measure for freight demand and supply. This allows
commodity-based models such as gravity models to more accurately capture the
fundamental economic mechanisms driving freight movements, which largely are
determined by the freight attributes such as tonnage.
In commodity
flow surveys, data for both tonnage and dollar freight values are available. However,
Veras and Thorson (2000) suggest avoiding using shipment dollar values since
they believe that shipment values ($) exhibit more variability from one product
to another. For example, freight values may be as low as $9/ton for products
such as gypsum; and the value may very well exceed $500,000/ton for products
such as computer chips. In addition, Veras and Thorson also discuss that using
"trips traveled", may result in inaccurate results since empty trips
may represent 15 to 50 percent of the total trips and the goal is to estimate
actual freight being transported. Based on this, we use tonnage as the unit of
measure of flow for our gravity model implementation.
2.6 Linear
Programming for Freight Flow Distribution
Minimize
(13)
such that

where Tij = Shipment
from production area i to consumption
area j,
Pi = Production in
Region i,
Cj =
Consumption in Region j,
cij = Impedance value between Region i and Region j (normally distance or cost).
There are
pros and cons in using LP to solve freight distribution problems. The major
attraction of LP is its underlying basis of economic rationality, which is to
minimize overall transportation cost. However, there is no rational central
authority that could make all flow decisions between regions. In a way, each
entity or region acts independently, which undermines the validity of LP
approach. Moreover, the overall attractiveness is also damaged by inherent
characteristics of LP, which have created some limitations in solving freight
flow distribution problems
3. DATA
COLLECTION
The unavailability of good data is perhaps the
greatest challenge we face in this research.
Our goal is to model the directional distribution of flows generated by
e-commerce, but there is currently no data source that has a direct measure of
such flows. Estimated e-commerce sales volume in the
Since there is no readily available
e-commerce data, we model the e-commerce flows based on the existing commodity
flow survey data. Commodity flow surveys capture data on shipments originating
from selected types of business establishments located in the fifty states and
the
Two sets of commodity flow survey data are available, 1993 and 1997. In 1993, there were virtually no significant e-commerce transactions. Therefore, we initially planned to compare the flows of a selected product code in 1993 to the flows in 1997. However, the 1993 survey data uses the detailed STCC (Standard Transportation Commodity Classification) coding system, whereas the 1997 commodity flow survey uses more aggregate SCTG (Standard Classification of Transported Goods) coding system. That is, goods are grouped within fewer product codes in 1997. Therefore, a direct comparison between the 1993 and 1997 data is not possible. As a result, we used the 1997 commodity flow survey as our main data source.
Another set of data that we have
looked at is the distribution of Internet domains registered in
4. METHODOLOGY
4.1 Introduction
In this section, we first provide a brief overview of the formulation process of our gravity model that captures the directional distribution of flows. We explain the formulation procedure in a step-by-step manner. In Section 4.2, we describe the reverse derivation procedure. We use reverse derivation to determine the historical impedance of the base flow condition that leads to the flow distribution of the base flow condition. The deterrence function formulation will also be discussed in this section. In section 4.3, we describe the iterative procedure we use to adjust the calculated commodity flows to within 10 percent of the originally specified values. In section 4.4, we present the concept of an ‘extreme’ case in impedance values, and show how the growing e-commerce economy is moving the impedance values to this extreme. In section 4.5, we describe how to calculate the average mile statistic. The average mile is the average distance traveled by each ton of product. We project the increase in average mile due to e-commerce such that the average exponent n can be estimated. In Section 4.6, we describe the process of determining the appropriate smoothing constant l (a value to set the intermediate condition between current and future estimated condition). Finally in Section 4.7, we describe how the distributed flows are assigned to different modes of transportation.
We explain the steps of the procedure in more detail below:
1) Determine the geographic
regions for the model. We use the 48 contiguous states.
2) Pick product Code '35'
(electronic and electrical products, and office equipment) as the
representative e-commerce product. The base flow condition of our model will be
based on product flows of Code '35'.
3) The impedance of the base flow is determined by doing a reverse
derivation of

of each state-to-state pair, where T’ij are actual flows of
base condition obtained from the commodity flow survey of product code '35'.
Note that all base (actual) conditions are differentiated with a prime ( ' )
sign.
4)
![]()
Develop a distance and
population based deterrence function
that will represent the impedance of
the new deterrence function. This
function takes the form
where Oi
and Oj are populations of
state i and state j, respectively, and Rij’s are proportionality factors of the total
commodity flow (ranging from 1 to 5) that we will define below. We use
population as a part of the deterrence
function since it represents the extent of demand and economic activity. We
also use distance, as it is still a major contributor to the movement of goods.
This function will be further calibrated in step 6.
5) An iterative procedure is
performed to ensure that the production and consumption capacities that were
initially specified are satisfied within 10 percent.
6)
![]()
Fine-tune the deterrence function such that the sum of
squared errors are minimized in order to determine a better n value.
where T’ij
is the base flow for each origin-destination pair directly obtained from
the commodity flow survey for product code ‘35’, and Tij is the
estimated flow distributed by the new deterrence
function at the last iteration for product code ‘35’. We determine the n value that gives us the lowest
summation of squared errors.
7) Project the average miles
for product code '35' in year 2005 from the base flow. This value is used as
our benchmark to determine smoothing constant l.
8) Repeat the whole process for
product codes '30' and '6' to eliminate the bias toward product code '35'. The
average of n and l values determined from the
three product types is used in the model to distribute the total projected
flows for year 2005.
9) Assign the flows to
different transportation modes to estimate the impact of
e-commerce on different
transportation modes.
10)
Report the increase in total ton-miles and the percent share of
different mode
usage in 2005.
4.2 Deterrence Function Formulation
4.2.1 Geographic Regions Determination
We first determine the boundaries of our study area. Our initial idea was to formulate the gravity model based on the 9 geographic divisions used by the Census Bureau because data is available for these regions. However, some of these regions are too big. The gravity model is primarily ‘distance sensitive’, and large regional sizes do not accurately represent where products originate and arrive. We think the model would not perform well if such issues were not carefully considered. Therefore, we use a more granular regional structure and we have decided to use the 48 contiguous state boundaries. This gives us a 48 by 48 matrix with 2,304 origin-destination pairs.
4.2.2
Base Flow Impedance
With the availability of
base year condition (flow data for code '35'), a reverse derivation procedure
is used to determine the (empirical) impedance
values. We want to calibrate the deterrence
function that we develop such that the sum of squared errors between the flows
determined from the base and the newly developed deterrence function is minimized. This procedure will be discussed
in Section 4.2.4. We determine the base impedance
using
(19)
where F'ij = Impedance value between origin i
and destination j for base flow
condition
T’ij = Observed flows in tons from region i to region j for base flow
condition
P'i = Production from region i for base flow condition
C'j = Consumption for region j for base flow condition
4.2.3
Main
Components of Deterrence Function
The deterrence function Fij is a function that reflects the impedance of product flow. Deterrence functions are typically
assumed to be either a linearly or exponentially decreasing function of
distance. However, such thought primarily applies to trip distribution. In the
inter-regional commodity flows in the
To achieve better modeling of this pattern, we
assume that such strong economic trade level is primarily based on the
population of those regions. Also, similar to the socio-economic factors in the literature (see section 2.2.1(b)), we
introduce a multiplication factor Kij
as a representation for such activity (We discuss the details of
determining Kij factors in
the following section). The resulting estimated flow Tij between region i and j takes the form:
(20)
where f(dij) is a function of distance.
4.2.4 Determination
of the deterrence function, Fij
The first
segment of our deterrence function f(dij)
depends on distance. Specifically, we represent f(dij) as the inverse of distance raised to
power of n, which is a parameter that
we can modify for better accuracy of the model. Assuming Kij between each origin-destination pair is a constant,
we follow a trial and error approach to find the exponent n. The following is the deterrence
function for origin i and destination
j:
(21)
The factor Kij is based on the 1997
statewide population estimates from the U.S. Census Bureau. The estimated
population data is the computed number of persons living in each state. It is
calculated from a demographic component of change model that incorporates
information on natural change (births and deaths) and net migration (net domestic
migration and net movement from abroad) that has occurred in each state since
the reference data of the 1990 Census.
For each
origin-destination pair (i,j), Kij
takes the following form
(22)
where Oi = Population of origin state i,
Oj
= Population of destination state j,
Rij = Proportionality factor of each
origin-destination pair.
The inverse
of the proportionality factor of
total commodity flow for every origin-destination pair is introduced to
differentiate the Kij
factor between two origin-destination pairs depending on the magnitude of the
existing overall commodity flow between the states. X'ij is the total commodity flow between origin state i to destination state j of the base condition, which includes all product types listed
in the SCTG codes.
Table 1
shows the breakpoints in the values of Rij.
Table 1.
Breakpoints in determining the values of Rij
Total Base Flow of Each
Origin-Destination Pair (X'ij) Rij
X’ij < 500K tons 5 500K £ X’ij
< 1500K tons 4
1500K £ X’ij
< 2500K tons 3
2500K £ X’ij < 4000K tons 2
X’ij
³ 4000K tons 1
We
currently set Rij factor
to a value between 1 and 5, depending on the overall base flow. Due to the proportionality factor, Kij may not
necessarily be the same as Kji.
Such differences can add more validity to the model as they take into account
the economic interaction between states. Preliminary results show that using
this factor decreases the sum of squared errors between the base flows and the
calculated flows at the 9th iteration. The least squares procedure
is discussed later in this chapter. Finally, the deterrence function that we have developed, Fij is as follows:
(23)
The next
step is to calibrate our model by fine-tuning the exponent n in the deterrence
function such that the deterrence
function can be refined using the least square analysis. We search for a value
of n that gives us small error. We
employ Kanafani’s method (1983), which minimizes the sum of squared errors
between base flow and calculated flows. The following is the sum of squared
errors that we try to minimize by changing n:
(24)
where T'ij = Base flow directly
obtained from commodity flow survey for
product code ‘35’
Tij
= Estimated flows distributed by the new deterrence
function at 9th
iteration for product code
‘35’
This calibration process helps us to determine the proper n-value for our deterrence function.
4.3
Iterative
Procedure in Gravity Modeling
iterative procedure in gravity modeling: attraction factors (Aij), accessibility indices (Ii), and production indices (Ui). An iterative procedure is employed in gravity model to ensure that the production and consumption capacity is satisfied to within 5 to 10 percent of the estimated value. This iterative procedure will be undertaken for all rows and columns of the 48 by 48 matrix of the gravity model.
4.3.1 Attraction Factors, Accessibility Indices
and Production Indices
Knowing the deterrence function Fij, production capacities Pi, and consumption capacities Cj we determine the attraction factor (Aij) for every pair of
regions i and j:
(25)
The accessibility index (Ii)
for production region i is
(26)
The production index (Ui)
for region i is
(27)
The matrix
of the model up to 1st iteration takes the form of Table 2.
|
|
j1 |
j2 |
……...jnth |
|
|
|
Accessibility Index, Ii |
Production Index, Ui |
||||
|
|
|
||||
|
|
|
||||
|
|
|
||||
|
i1 |
Aij=Cj1Fi1,j1 |
Cj2Fi1,j2 |
|
|
|
|
i2 |
Cj1Fi2,j1 |
Cj2Fi1,j2 |
|
|
|
|
Production
Capacity, Pi
: |
|
|
|
|
|
|
: |
|
|
|
|
|
|
inth |
|
|
|
|
|
|
Total
Commodity to Region j ; STij |
STij |
|
|
|
|
|
%
Deviation for Iteration 0 |
1-(STij /Cj1) |
|
|
|
|
|
Adjusting
Factor for Iteration 1 |
Cj1/STij |
|
|
|
|
|
Total
Commodity to Region j ; STij |
|
|
|
|
|
|
%
Deviation for Iteration 1 |
|
|
|
|
|
|
Adjusting
Factor for Iteration 2 |
|
|
|
|
|
Table 3
illustrates the implementation of the formulation process in Table 2. We
perform the iterative procedure up to the 2nd iteration. We present
an example problem that involves inter-regional flows between 3 regions. The
production, consumption and impedance
values between the regions are given.
|
Production Capacity |
|
Production |
Consumption |
|
|
Region A |
|
10 |
15 |
|
|
Region B |
|
20 |
20 |
|
|
Region C |
|
30 |
25 |
|
|
Impedance Values Between Origin Region i and Destination Region j |
|
|||
|
|
Region A |
Region B |
Region C |
|
|
Region A |
6 |
8 |
9 |
|
|
Region B |
5 |
6 |
8 |
|
|
Region C |
6 |
8 |
10 |
|
|
|
|
|
|
Consumption |
|
|
|
|
|
|
|
Region A |
Region B |
Region C |
Accessibility
Index, Ii |
Production Index, Ui |
|
|
Capacity |
|
15 |
20 |
25 |
|
|
|
Region A |
10 |
Impedance |
6 |
8 |
9 |
|
|
|
|
|
Attraction Factor;
Aij |
6x15=90 |
8x20=160 |
9x25=225 |
475.00 |
0.02 |
|
|
|
Flow @
Iteration 1 |
0.02(90)=1.8 |
0.02(160)=3.2 |
0.02(225)=4.5 |
|
|
|
|
|
Attraction Factor;
Aij |
1.19x1.8=2.14 |
1.18x3.2=3.78 |
0.74x4.5=3.33 |
9.25 |
1.08 |
|
|
|
Flow @
Iteration 2 |
1.08x2.14=2.31 |
1.08x3.78=4.08 |
1.08x3.33=3.60 |
|
|
|
Region B |
20 |
Impedance |
5 |
6 |
8 |
|
|
|
|
|
Attraction Factor;
Aij |
5x15=75 |
6x15=90 |
8x25=200 |
365.00 |
0.06 |
|
|
|
Flow @
Iteration 1 |
0.06(75)=4.5 |
0.06(90)=5.4 |
0.06(200)=12 |
|
|
|
|
|
Attraction Factor;
Aij |
1.19x4.5=5.36 |
1.18x5.4=6.37 |
0.74x12=8.88 |
20.61 |
0.97 |
|
|
|
Flow @
Iteration 2 |
0.97x5.36=5.20 |
0.97x6.37=6.18 |
0.97x8.88=8.61 |
|
|
|
Region C |
30 |
Impedance |
6 |
8 |
10 |
|
|
|
|
|
Attraction Factor;
Aij |
6x15=90 |
8x15=120 |
10x25=250 |
460.00 |
0.07 |
|
|
|
Flow @
Iteration 1 |
0.07(90)=6.3 |
0.07(120)=8.4 |
0.07(1575)=17.5 |
|
|
|
|
|
Attraction Factor;
Aij |
1.19x6.3=7.50 |
1.18x8.4=9.91 |
0.74x17.5=12.95 |
30.36 |
0.99 |
|
|
|
Flow @
Iteration 2 |
0.99x7.5=7.43 |
0.99x9.91=9.81 |
0.99x12.95=12.82 |
|
|
|
|
|
Total Commodity to Region j ; STij |
12.6 |
17 |
34 |
|
|
|
|
|
% Deviation for Iteration 1 |
1-(12.6/15)=0.16 |
1-(17/20)=0.15 |
1-(34/25)= -0.36 |
|
|
|
|
|
Adjusting Factor for Iteration 2 |
(15/12.6)=1.19 |
(20/17)=1.18 |
(25/34)=0.74 |
|
|
|
|
|
Total Commodity to Region j ; STij |
14.94 |
20.07 |
25.03 |
|
|
|
|
|
% Deviation for Iteration 2 |
1-(14.94/15)=0.004 |
1-(20.07/20)= -0.0035 |
1-(25.03/25)= -0.0012 |
|
|
|
|
|
Adjusting Factor for Iteration 3 |
(15/14.94)=1.00 |
(20/20.07)=1.00 |
(25/25.03)=1.00 |
|
|
(28)
This process automatically generates
flows that satisfy the production capacity constraints of our
doubly-constrained gravity model. The next step is to correct flows for the
consumption capacity of each region. The adjusting factor for consumption in
each region j is
(29)
The adjusting factor of each
consumption region is multiplied by the attraction factor of the corresponding
origin-destination pair to determine the new attraction factor for the next
iteration of the procedure. We repeat the same procedure of calculating
attraction factors, accessibility indices, production indices, and finally new
adjusting factors until the percent deviation from the actual consumption value
falls within 10%. The resulting Tij
for each individual member of the matrix is the flow for each
origin-destination pair.
We provide
a summary of the iterative procedure as follows:
1)
Calculate the attraction factor of each
origin-destination pair.
2)
Calculate the accessibility index for each origin/production
region i (summation of all attraction
factors).
3)
Calculate the production index for each production
region i (divide the production
capacity of each region by its accessibility index).
4)
Compute the initial flow for each origin-destination
(production-consumption) pair by multiplying the production index of the origin
with the attraction factor of the corresponding destination.
5)
Calculate the adjusting factor for the consumption
capacity by dividing the consumption capacity of each destination region j by the summation of all flows coming
into region j. If the adjusting
factor is small (close to 1), stop and report the latest calculated flows.
Otherwise, multiply the adjusting factor for each consumption region with the
corresponding attraction factor to determine the new attraction factor for the
next iteration and return to Step 2.
4.4 Extreme Impedance
E-commerce tools and technologies are increasingly bringing buyers and sellers, and suppliers and customers, closer. The three basic spatial separation constraints (distance, time, and shipping cost) are beginning to impact buyers less. Consumers are no longer restricted to buy things from local stores. Products can be delivered overnight or in a very short amount of time. The difference in shipping costs among the regions is getting smaller. For example, according to the shipping rate provided by UPS, shipping a 100 pound parcel from Scranton, Pennsylvania to Conway, New Hampshire costs approximately $46, whereas shipping the same parcel to San Francisco, California (five times the distance), costs only $54. (www.ups.com)
Due to these observations, we introduce the following extreme impedance function to generate multiple scenarios for simulating the effect of diminishing effects of distance on the flows of goods. The extreme impedance function is a constant value, i.e., every origin-destination pair has the same value between the regions. We then have two deterrence functions, the extreme function (constant), and the original deterrence function in equation (23). We believe that as e-commerce continues to grow, the deterrence function will fall somewhere between these two functions, and it will move closer to the extreme case over time. Therefore, we employ the use of a smoothing method to develop an intermediate deterrence function. We estimate the intermediate deterrence function that lies between the current deterrence and the extreme deterrence using
f=(1-l)(distance
based-deterrence function)+ l(extreme
impedance function) (30)
where l is the a
smoothing constant between 0 and 1. l is equal to
1 when we are at the extreme condition, and
l is equal to
0 when we are at the traditional base condition.
4.5 Determining
the Average Miles
One way to illustrate the future impact
of e-commerce on inter-regional flows is to compare the average miles of the
base flow condition to that of the inter-regional flows determined from the
projected future production and consumption capacity. Average miles traveled by
each ton of the current and future flows can be determined by using the
following function.
Average Miles = (åton-miles /
åton)
(31)
According
to the U.S. Census Bureau, ton-mile is simply the shipment weight times the
mileage for a shipment. Respondents of the commodity flow survey reported
shipment weight in pounds; mileage was calculated as the distance between the
shipment origin zip code and destination zip code. Aggregated pound-miles were converted
to ton-miles. The summation of ton-miles for every origin-destination pair
divided by the total tonnage shipped results in average distance traveled by
one ton of products for all the 48 contiguous states. The significant increase
in average distance traveled by products for future projected flows is one
indicator that shows the diminishing effect of distance due to e-commerce on
inter-regional transportation flows.
4.6
Determining the Appropriate l Value
for Smoothing
We now
determine the appropriate l value for smoothing between
our distance based deterrence function and the extreme impedance function. This
process involves a benchmarking procedure where an assumption is made on the
average expected increase in average miles with the effect of e-commerce on
future flows. We seek to determine the l value for
the year 2005.
The U.S.
Census Bureau reports that online purchases accounted for 11 percent of all
cost of materials at manufacturing plants in 1999. Also, 12 percent of all
manufacturing shipments were for orders accepted online. E-commerce
transactions were significant in the machinery sector (12 percent), Computer
and Electronic Products sector (12 percent), and Electrical Equipment sector
(10 percent). (
Table 4. Status of E-commerce
Engagement for Manufacturing Plants (U.S. Census
Bureau, 2001)
|
|
|
Status of |
E-Shipments |
|
|
Status of E-purchases |
All plants |
Make E-shipments |
Do Not Make E-shipments |
Unknown |
|
All Plants |
38,985 |
12,069 |
26,462 |
454 |
|
Make E-Purchases |
13,233 |
6,063 |
7,061 |
109 |
|
Do Not Make E-Purchases |
25,237 |
5,901 |
19,203 |
133 |
|
Unknown |
515 |
105 |
198 |
212 |
From
this latest report by U.S. Census Bureau, we know that e-commerce is beginning
to play a major role in the
With this
new information released by U.S. Census Bureau, we will conservatively assume
the share of e-commerce flows for 2005 will be 15%. For the remaining 85% of
the products, we assume the flows were created under the traditional economy.
In
estimating the average miles of the product in year 2005, we evaluate the 1993
and 1997 commodity flow survey. Most products have undergone an average
increase of 5% in average miles within the 4 years period (see Figure 1).
Therefore, for year 2005, we assume the average mile will increase by 10% since
1997. We apply this percent increase to the 85% of the products, which flow
under traditional economic methods. As for the 15% e-commerce products, we
assume the average mile will increase by 20% from 1997 to 2005. The resulting
average mile computed from the two shares of economy is reported in the next
chapter.
Based on
the estimated average mileage transported by each ton of products for 2005, the
l value is determined. A 20% increase in production and
consumption capacities is assumed for all states. Such assumption is based on
the average increase of production capacity of 14% every 4 years. Since the
projection is made from 1997 to 2005, we conservatively assume the production
and consumption capacities will grow by 20% in those 8 years. An interpolation
process is employed to determine the exact l value that
gives us the estimated average miles of 2005. Since the l values may vary across product lines, the process of
determining l value will be performed each time a
different product is considered.

4.7 Mode Assignment
We perform mode
assignment on the total (all SCTG codes) production and consumption capacities
for every state. Mode assignment mainly assigns the distributed flows to
different modes of transportation. We assume the production and consumption
capacities have increased by 20% from 1997 to 2005. Also, the assumption on the
percent share of e-commerce (15%) remains the same.
The result of mode assignment that
we will obtain in this procedure will not ultimately represent the percent
share of different mode usage in 2005 for
Before
distributing the flows, we determine the proper n and l values to be used. As discussed before, n and l may vary across product lines.
Therefore, the average n and l values determined from the
individual n and l of product codes ‘35’, ‘30’ and ‘6’ will be used to
distribute the flows. These three groups of products represent three distinct
types of products in the commodity flow survey. Therefore, taking the average
of the individual n and l values of these three product types will be a good approach.
Having determined the n and l values, we then distribute the projected production capacity
to every origin-destination pair. Every origin-destination flow is considered
separately for mode assignment. We perform the mode assignment at a very high
level in this research. We assign the distributed flows to different
transportation modes based on the average distance between the
origin-destination pair. Table 5 gives us the percent share of mode choice
under different distance categories. The values shown in these tables are
average percent shares across all states for all shipment types. A graph of
flows versus modes used in 1997 and 2005 (Figure 13) will be plotted to observe
the change in mode usage due to e-commerce. This graph will be shown in Chapter
5. The next chapter validates the approach we have taken and presents the
results from this research.
Table 5.
Percent Usage of Different Transportation Modes Relative to Distance in 1997
|
|
Less than 50 miles |
|
50 to 99 miles |
|
100 to 249 miles |
|
|
Mode |
Tons(000) |
Percentage |
Tons(000) |
Percentage |
Tons(000) |
Percentage |
|
All modes |
6444454 |
|
1079841 |
|
1311278 |
|
|
Single modes |
6086713 |
|
1053694 |
|
1238913 |
|
|
Truck |
5212913 |
80.90% |
866735 |
80.75% |
770562 |
58.76% |
|
Rail |
254985 |
3.96% |
107608 |
10.03% |
285232 |
21.75% |
|
Water |
179449 |
2.79% |
53806 |
5.01% |
109425 |
8.34% |
|
Air
(includes truck and air) |
0 |
0.00% |
202 |
0.02% |
683 |
0.05% |
|
Pipeline |
439350 |
6.82% |
25342 |
2.36% |
73011 |
5.57% |
|
|
4307 |
0.07% |
1704 |
0.16% |
3546 |
0.27% |
|
Multiple
Modes(truck&rail,truck&
water,rail&water,other multiple modes |
352315 |
5.47% |
17981 |
1.68% |
68818 |
5.25% |
|
|
|
|
|
|
|
|
|
Total
|
6443319 |
100% |
1073378 |
100% |
1311277 |
100% |
Table 5. Continues.
|
|
250 to 499 miles |
|
500 to 749 miles |
|
750 to 999 miles |
|
|
|
Tons(000) |
Percentage |
Tons(000) |
Percentage |
Tons(000) |
Percentage |
|
All modes |
905504 |
|
541782 |
|
383327 |
|
|
Single modes |
844909 |
|
501869 |
|
343183 |
|
|
Truck |
415852 |
46.05% |
191915 |
35.79% |
103369 |
27.03% |
|
Rail |
322529 |
35.71% |
213720 |
39.86% |
173661 |
45.41% |
|
Water |
65618 |
7.27% |
84391 |
15.74% |
51822 |
13.55% |
|
Air
(includes truck and air) |
622 |
0.07% |
485 |
0.09% |
455 |
0.12% |
|
Pipeline |
40288 |
4.46% |
11359 |
2.12% |
13876 |
3.63% |
|
|
3611 |
0.40% |
2869 |
0.54% |
2257 |
0.59% |
|
Multiple
Modes(truck&rail,truck& water,rail&water,other multiple modes |
54566 |
6.04% |
31412 |
5.86% |
36999 |
9.67% |
|
|
|
|
|
|
|
|
|
Total |
903086 |
100.00% |
536151 |
100.00% |
382439 |
100.00% |
|
|
1,000 to 1,499 miles |
|
1,500 to 1,999 miles |
|
2,000 miles or more |
|
|
|
Tons(000) |
Percentage |
Tons(000) |
Percentage |
Tons(000) |
Percentage |
|
All
modes |
302918 |
|
77130 |
|
43499 |
|
|
Single
modes |
269791 |
|
65872 |
|
31594 |
|
|
Truck |
79277 |
26.49% |
37500 |
50.51% |
22552 |
51.88% |
|
Rail |
159207 |
53.20% |
25144 |
33.87% |
7731 |
17.79% |
|
Water |
15661 |
5.23% |
0 |
0.00% |
358 |
0.82% |
|
Air (includes truck and
air) |
684 |
0.23% |
374 |
0.50% |
954 |
2.19% |
|
Pipeline |
14961 |
5.00% |
0 |
0.00% |
0 |
0.00% |
|
|
2270 |
0.76% |
1542 |
2.08% |
1585 |
3.65% |
|
Multiple
Modes(truck&rail,truck& water,rail&water,other multiple modes |
27196 |
9.09% |
9680 |
13.04% |
10289 |
23.67% |
|
|
|
|
|
|
|
|
|
Total |
299256 |
100.00% |
74240 |
100.00% |
43469 |
100.00% |
Table 5. Continues.
5. RESULTS
5.1 Initial Observation and Validation Process
We
provide some preliminary results and summarize our initial observations to
support the assumptions and conjectures of our research.
One of the
initial assumptions of this research is to model the flow based on SCTG Code
‘35’ for electronic and other electrical equipment, and components, and office
equipment. Latest data released by U.S. Census Bureau shows that electrical and
electronic equipment is one of the leading manufacturing products in
e-commerce. (
Using the
flow data for product Code ‘35’, we hereby validate our steps in determining
the deterrence function. The
development of the deterrence
function is determined by taking the least square of the base flow and
calculated flows distributed at 9th iteration using the formulated
function. The initial form of the deterrence
function is 1/d2. The impedance values of base flow condition
that contribute to the distributed flows are plotted along with the initial
form of deterrence function 1/d2
in Figure 2. To improve the deterrence
function, population factors are being introduced. The results show that
population values of production and consumption states as well as the proportionality factors improve the deterrence function even better as it
gives a lower summation of least squared errors (Figure 3). These observations
prove that both population and proportionality
factors have a significant impact on the performance of the deterrence function. Population factor
is expected to be a useful parameter because of its influence on the
distribution of commercial (.com) web sites in the
Based on
our initial assumptions, as e-commerce continues to grow, the diminishing
importance of distance will increase the proportion of flows between more and
more distant regions. This creates an opposite effect on flows that travel on
shorter distance because increasing long distance flows will “steal” part of
the flows from short-distance flows. To show this behavior, we determine
several versions of the proposed smoothing-based deterrence (using different l values). As
l increases (from 0 to 1), the effect of distance
diminishes and the deterrence
function becomes closer to the extreme
case. The observed impedance values
are being inserted into the gravity model to obtain the distributed flows at 9th
iterations. Based on our analysis, flows from 9th iteration are used
because at this stage, the deviation of all states’ calculated consumption
value from its desired consumption value is at an average of 10%. Therefore,
the distributed flows are satisfying the terminating condition. Figure 4 shows
the graph of flows from 4 deterrence
functions with different l values plotted over
distance.
Next, we
provide the observation on the distributed flows by taking the summations of
flows for two ranges of distances calculated for different l values. The first range
with 500 miles or less represents short distance, whereas the range of greater
than 2000 miles represents the long distance. Their proportions from total
flows are collected and compared over different values of l. Table 6 is a summary table of the values obtained.
|
l |
Total Flow |
Total Flow for distance <500 |
Proportion from Total |
Total Flow for distance >2000 |
Proportion from Total |
|
0.125 |
39435.00 |
11335.90 |
0.287 |
6179.59 |
0.157 |
|
0.250 |
39435.00 |
9964.96 |
0.253 |
7053.85 |
0.179 |
|
0.375 |
39435.00 |
9343.06 |
0.237 |
7517.24 |
0.191 |
|
0.500 |
39435.00 |
8974.48 |
0.228 |
8974.48 |
0.228 |
Based on
the summary presented in Table 6, we see that as l increases
the effect of distance diminishes and more and more long-distance flows take
place while the opposite is true for short-distance flows. Assuming that the
growing e-commerce will change the inherent deterrence
function in such a way that it will move from current to the extreme case, we can see that
long-distance regions will “steal business from neighbor regions.” Consumers
and businesses will soon begin to make purchases over the Internet without any
concerns for the locations of the sellers.
All the
preliminary results presented here help support the validity of the approach we
took up to this point. It is very important that the deterrence function be calibrated to the base condition, as future deterrence functions will primarily be
based on this. Though changing the value of l in
exponential smoothing will adjust the diminishing importance of distance, we
will perform a sensitivity analysis on the flows distributed using different l values to come up with a l value that will more likely represent the conditions of
e-commerce in the near future. Also, the newly developed deterrence function will be inserted into the gravity model for
projected production and consumption values (for 2005) in order to estimate the
flows of each origin-destination pair. The increase in ton-miles will be
estimated.
Figure 2. Graph of Base Flow Impedance and Impedance from (1/(Distance)2) versus Distance

Figure 3.
Graph of Base Flow Impedance and
Calculated Impedance (from the
developed deterrence function) versus Distance

To ensure
that the developed model is not biased toward product code ‘35’ and can also be
easily calibrated and applied to other product types, we test the model with
two other sets of product flow data. The deterrence
function of the model is evaluated to see if it can be calibrated to the base
flow condition of these two-product types. Flow data for product code SCTG 6
for milled grain products and product code SCTG 30 for textiles and leather
have been selected for this evaluation. These two products are very distinct
product types as compared to product code '35', and they may very well be
affected differently by e-commerce.
During this
evaluation process, as expected, the impedance
values vary across the product types. However, the variability is not
significant (see Figure 5). Note that the impedance
values of these three product types generally follow the same pattern. Graphs
of impedance of product code '6' and impedance of product code '30' are
plotted over distance in Figure 6 and Figure 7, together with impedance values
from the developed deterrence function, respectively. Figure 6 and Figure 7 are
plotted prior to calibration process. Observations from the graphs show that
our newly developed deterrence function
can be applied in both sets of data. The impedance
obtained from the new deterrence
function is seen to be capable of capturing the decreasing effect for product
code '6' and product code '30'. Calibration process will be required to reduce
the sum of squared errors and better improve the newly developed deterrence function to fit the two
product types.

Figure
5. Graph of Impedance versus Distance
for Product Code '6', '30' and '35

Figure
6. Graph of Impedance for Product
Code '6' and Impedance from New Deterrence Function versus Distance

Figure
7. Graph of Impedance for Product
Code '30' and Impedance from New Deterrence Function versus Distance
5.2
Selecting the Appropriate n and l Values
Finding the
appropriate n value is primarily based
on the least square method discussed in Section 4.2.4. Also, we estimate the l value for exponential smoothing method in order to determine
the future form of deterrence
function, which takes into consideration the effect of e-commerce.
As
discussed before, testing the model with different sets of commodity flow
survey data (Codes ‘35’, ‘30’ and ‘6’) will more likely give us n and l values that
will differ from one product to another. Since this model is primarily
developed for future modeling purposes, which will represent flows of various
product types, we will be using the average n
and l values in the model for all the three products for
forecasting purposes. For every product type, we select the n value that gives us the least squared
error, and we select the l value that gives us the year
2005 estimated average miles that takes into consideration 20% growth in
average miles for 15% of the products, and 10% growth in average miles for the
remaining 85% of the products. The
estimated resulting intermediate average mile is the average mile that will be
used as the benchmark to determine n
and l values. Values for the intermediate average miles are
shown in Table 7. A graphical plot of
the data in Table 7 for different product types is shown in Figures 8-10 for
product code '35','30' and '6', respectively. The n and l values that are determined from these benchmark intermediate
average miles are shown in Table 8. Note that the final average values for n
and l are as follows.
Average n =
(0.5 + 0.75 + 0.75) / 3 = 0.6667
Average l = (0.525 + 0.995 + 0.067) / 3 = 0.528
Table 7.
The Estimated Average Miles for 2005 Used in Determining n and l Values.
|
SCTG 35 |
|
|
|
|
Year |
Average Miles (Traditional) |
Average Miles (E-Commerce) |
Intermediate Average Miles |
|
1997 |
640 |
640 |
640 |
|
2001 |
660 |
792 |
679.8 |
|
2005 |
680 |
974.4 |
724.16 |
|
SCTG 30 |
|
|
|
|
Year |
Average Miles (Traditional) |
Average Miles (E-Commerce) |
Intermediate Average Miles |
|
1997 |
912 |
912 |
912 |
|
2001 |
932 |
1118.4 |
959.96 |
|
2005 |
952 |
1366.08 |
1014.112 |
|
SCTG 6 |
|
|
|
|
Year |
Average Miles (Traditional) |
Average Miles (E-Commerce) |
Intermediate Average Miles |
|
1997 |
452 |
452 |
452 |
|
2001 |
472 |
566.4 |
486.16 |
|
2005 |
492 |
703.68 |
523.75 |


Figure
9. Graph of Average Miles versus Year for Product Code '30'
![]() |
Table 8.
Values of n and l Obtained for Different
Product Types.
|
Product Code '35' |
|
|
n |
Flow |
|
0.25 |
3,443,232.54 |
|
0.50 |
1,763,652.53 |
|
0.75 |
2,799,210.08 |
|
1.00 |
5,834,709.66 |
|
1.25 |
9,588,275.87 |
|
1.50 |
13,134,223.12 |
|
1.75 |
16,219,200.91 |
|
2.00 |
18,782,414.71 |
|
Product
Code '35' |
|
|
l |
Average Miles |
|
0.500 |
715 |
|
0.525 |
724 |
|
0.550 |
735 |
|
0.575 |
745 |
|
0.600 |
756 |
|
|
|
|
|
|
|
Product Code '30' |
|
|
n |
Flow |
|
0.25 |
12,037,682.84 |
|
0.50 |
4,406,906.77 |
|
0.75 |
1,970,933.80 |
|
1.00 |
3,796,608.50 |
|
1.25 |
7,930,851.80 |
|
1.50 |
13,005,731.37 |
|
1.75 |
18,323,976.54 |
|
2.00 |
23,658,138.75 |
|
Product
Code '30' |
|
|
l |
Average Miles |
|
0.9940 |
1,012 |
|
0.9945 |
1,014 |
|
0.9950 |
1,016 |
|
|
|
|
Product Code '6' |
|
|
n |
Flow |
|
0.25 |
70,161,378.57 |
|
0.50 |
52,440,376.90 |
|
0.75 |
44,882,946.09 |
|
1.00 |
45,923,596.87 |
|
1.25 |
52,073,066.11 |
|
1.50 |
60,305,219.91 |
|
1.75 |
68,779,832.10 |
|
2.00 |
76,813,538.13 |
|
Product Code '6' |
|
|
l |
Average Miles |
|
0.025 |
487 |
|
0.050 |
510 |
|
0.067 |
523 |
|
0.075 |
529 |
|
0.100 |
546 |
Knowing the
n and l values, the
deterrence function now takes the
following form
(32)
and the
smoothed function takes the following form
f =
(1-0.5288)(Fij)+ 0.5288(extreme impedance
function) (33)
where the constant used to represent the extreme impedance function for every pair is 0.037.
Equation 33 is the deterrence function for the projected production and consumption
capacities for the year 2005. The deterrence
function, which takes into consideration the effects of e-commerce, yields an
estimated summation of 10,668,400
million ton-miles in 2005. As
compared to the value of 2,511,728 million ton-miles in 1997, such enormous
increase in ton-miles from 1997 to 2005 is due to the opportunities provided by
e-commerce, which allows businesses to reach farther and newer customers. Even
though we have taken a rather conservative approach so as to not overestimate
the effect of e-commerce, the result still sees a tremendous exponential growth
to the estimated ton-miles placed on the transportation network. The reported
state-to-state ton-miles can be used by planners and governmental agencies to
properly allocate their resources for expanding and improving the
transportation network throughout
Table 9 is
the list of all assumptions used to obtain the results of this research. The
table includes the supporting ideas on why certain assumptions are made.
Table 9. List of Assumptions Made in this Research
|
Items |
Assumption |
Supporting Ideas |
|
Percent share of
E-Commerce in 2005 |
15% |
|
|
20% |
Capacities increased by 14% from 1993
to 1997. To avoid over estimating the capacities, we assume the capacities
will increase by 20% from 1997 to 2005. |
|
|
20% |
Some
selected e-commerce products have undergone increase in average miles up to
15% every 4 years. Therefore, with the effect of e-commerce, which creates
flows to even further regions, 20% beyond the linear increase is a reasonable
assumption. |
|
|
10% |
For
non e-commerce product, we make assumption based upon the traditional
condition of the commodity flow survey from 1993 to 1997. |
|
|
(Ston-miles) / (Ston) for all
products flowing between each origin-destination pair |
This
assumption gives us the average distance between all the shipment locations
between each origin-destination pair. |
5.3 Estimated
Percentage of Different Modes Usage
A side
usage of the flows calculated using the proposed method is to estimate the mode
usage. We assign the flows between the states to different types of
transportation modes using the 1997 commodity flow survey data. Each
origin-destination pair was evaluated separately for this analysis.
The resulting conclusions from this analysis indicate that parcel, air, and multi-mode shipments will undergo a significant growth. This growth will be driven by the impact of e-commerce and resultant in farther distance shipments. As for truck shipments, its percent share in mode usage will decrease quite significantly, whereas the rail is becoming a more dominant mode. Bob Davidson, an expert from ABF trucking company claims that such observation is very unlikely to happen, provided that fuel costs increases tremendously in the next few years. On top of that, the limitation of railroad network also prohibits shippers from using rail shipments. Most rail shipments involve large shipment size, and longer hauls. The long haul condition is satisfied due to e-commerce, but e-commerce involves greater amount of smaller shipments. Therefore it is not possible for shippers to use rail to move the shipments.
Corresponding ton-miles placed on the transportation network will still continue to grow due to the increase in average miles shipped, and the growth in production capacities. The percent shares of different mode usage in 1997 and 2005 are shown in Table 10. Values from this table are plotted in Figure 11.
Table 10. Percent Share of Different Mode Usage in 1997 and 2005 for All Product
Types
|
|
1997 Proportion of Modes |
2005 Proportion of Modes |
|
Truck |
70.04% |
48.91% |
|
Rail |
15.04% |
31.09% |
|
Water |
5.13% |
6.91% |
|
Air |
0.06% |
0.32% |
|
Pipeline |
4.59% |
3.52% |
|
Parcel, |
0.26% |
0.84% |
|
Multiple and Unknown Modes |
4.88% |
8.42% |

Figure 11. Proportion of Different Mode Usage versus Modes of Transportation
Used in 1997 and 2005
As discussed before, the variability in factors that drive mode selection has placed a great limitation in better estimate the mode assignment. The method used in this research assumes that distance has a significant effect on mode choice. Therefore, estimated results should be carefully reviewed for any future estimation and forecasting purposes.
6. CONCLUSION
Understanding all the elements of sweeping changes drawn by the Internet economy is a great challenge. In government agencies, research institutions, and private companies around the world, analysts are trying to meet this challenge (Buckley, Henry, Gill, Laporte, Cooke, Pastore, Price, Shapiro, Mayer, 2000). The dynamism of this new economy is creating higher challenge for us in measuring its growth and impact on our society. The Internet has not only partially leveled the playing field for large and small firms, but it has also taken away the spatial barriers among themselves, and between them and the consumers. The increasing electronic connectivity has linked millions of people together in one small marketplace (Buckley, Henry, Gill, Laporte, Cooke, Pastore, Price, Shapiro, Mayer, 2000).
Looking at the Internet economy from a different perspective, the share of consumption, particularly from longer-distance regions, is increasing. This share will continue to rise as more and more businesses and consumers that are further away are getting connected and finding themselves closer and closer to the sellers. This trend of diminishing effect of distance caused by the growth in information technology will have significant effect on the transportation network, as more and more products will travel longer distance to reach its buyers.
Gravity modeling, the primary modeling approach used in this research, has the capability of representing the entities of e-commerce. Mainly, the entities such as the production and consumption capacities can be represented by tonnage values that are created and consumed within a region, and the relationship between the regions can be represented by impedance values derived from the deterrence function. The diminishing effect of distance on the flows is captured by impedance values derived from the exponential smoothing method.
Recent e-commerce data released by Census Bureau provide us with a better insight on the percent of e-commerce from the total industry. This information helps us to better determine the l value that can be used in the exponential smoothing method in order to determine the estimated directional distribution of flows in year 2005.
Observations and
results from this research have shown positive capability of the gravity model
to capture the diminishing effect of distance in e-commerce. We believe that
this model can serve as a tool to estimate the future directional distribution
of product flows in the
The growth of e-commerce also changes the demand for different transportation modes significantly. Since products begin to flow on longer distances and the expectation from e-consumers will continue to rise, companies will continually seek for better and cheaper transportation solutions. This will therefore placed a greater impact on transportation providers and open up lots of opportunities for researches to better improve and integrate different transportation mode usage and their networks. We believe that the U.S. Census Bureau should begin to take a bigger step in tracking the Internet economy. Better monitoring of the product flows due to e-commerce can help parties such as the Transportation Department to identify the point of need to allocate their resources to improve the transportation network. In addition, better understanding of e-commerce flows will also help transportation industry such as a trucking company to expand their truck travel network in providing better services to their customers. Understanding the e-commerce will also help businesses from manufacturers to retailers to better manage their supply chain and provide better customer service level.
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