International Journal of Traffic and Transportation Engineering
p-ISSN: 2325-0062 e-ISSN: 2325-0070
2026; 15(1): 1-7
doi:10.5923/j.ijtte.20261501.01
Received: Dec. 4, 2025; Accepted: Jan. 2, 2026; Published: Jan. 28, 2026

A. R. Abdul-Aziz1, Prince Owusu-Ansah2, Saviour Kwame Woangbah2, Ebenezer Adusei2, Enoch Asuako Larson3, Ernest Adarkwah-Sarpong4
1Statistical Sciences Department, Kumasi Technical University, Kumasi, Ghana
2Automotive and Agricultural Mechanization Engineering Department, Kumasi Technical University, Kumasi, Ghana
3Department of Mechanical and Industrial Engineering, University of Development Studies, Tamale, Ghana
4Mechanical Engineering Department Kumasi Technical University Kumasi, Ghana
Correspondence to: Saviour Kwame Woangbah, Automotive and Agricultural Mechanization Engineering Department, Kumasi Technical University, Kumasi, Ghana.
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Copyright © 2026 The Author(s). Published by Scientific & Academic Publishing.
This work is licensed under the Creative Commons Attribution International License (CC BY).
http://creativecommons.org/licenses/by/4.0/

The lifestyle of humans has evolved over time around the use of cars to transport us and our properties. To the traveler, transport fare is the amount paid for the distance a public transport service is aiding him/her to cover which makes the cost directly proportional to the distance covered. This study employs a regression with ARIMA errors model to analyse transport fares in the Kumasi metro area. Combining linear regression with time series analysis, allows the model to account for both the linear relationship between predictors and the response variable, as well as autocorrelation in the residuals. The Forecasted transport fares for 2025–2026 shows a steady upward trend which suggest an inflationary pressure or increasing operational costs over time. The model also shows that distance significantly influences fares, with longer distances leading to higher costs. The model effectively explains transport fare variability using distance metrics and time series trends, providing reliable forecasts for future quarters. Its robustness is validated by diagnostic tests and low error metrics, making it a valuable tool for transportation planning. The study recommends, among others, that the transport ministry put in place the necessary interventions to moderate the spikes in future transport fares to ameliorate the lots of passengers within the metropolis.
Keywords: Transport fares, Regression, ARIMA, Distance and minivan
Cite this paper: A. R. Abdul-Aziz, Prince Owusu-Ansah, Saviour Kwame Woangbah, Ebenezer Adusei, Enoch Asuako Larson, Ernest Adarkwah-Sarpong, Modelling Transport Fares in Ghana: Evidence from Kumasi Metropolis, International Journal of Traffic and Transportation Engineering, Vol. 15 No. 1, 2026, pp. 1-7. doi: 10.5923/j.ijtte.20261501.01.
![]() | Figure 1. Mapping Representation of Study Area |
is the response variable which has a linear function of predictors and
and
as well as an ARIMA (5,1,0) error term. This is given as follows:![]() | (1) |
= transport fare (GHS) at time t
= median route distance (km) at time t
= mean route distance (km) at time t
= error term following an ARIMA (p,d,q) processThe ARIMA (p,d,q) error term is defined as:![]() | (2) |
= autoregressive polynomial of order 5
= backshift operator
= white noise error term
: The residuals are distributed independently
: The residuals exhibit serial correlationUsing the test statistic;![]() | (3) |
is the sample size,
is the sample autocorrelation at lag
, and
follows a Chi-square distribution with
degrees of freedom, 
|
![]() | (4) |
![]() | (5) |
contributing to transport fares Kumasi metro. This assertion was supported by the standard errors of the estimates 0.05 and 0.03 for 5.7km and 5.3knm respectively. Moreso, for every change from one quarter to another, transport fares increased by 0.28 (28%) and 0.31(31%) for the 5.3km and 5.7km distances respectively. Also, the AR estimates;
were each significant at
with minimal standard errors 0.06, 0.02, 0.11, 0.0.15 and 0.07 respectively. The AIC figure of 3311.17 indicates that the regression with ARIMA (5, 1, 0) error dynamic model was the notable pick among all possible array of similar models since it produced the smallest AIC figure as opposed to the rest. The AICc and BIC figures of 3320.22 and 3435.12 respectively corroborate the informed choice of the model as they were the least figures with that domain.
|
![]() | Figure 2. Regression with ARIMA (5,1,0) residual diagnostics |
![]() | Figure 3. Forecast for regression with ARIMA (5,1,0) |