Author/Authors :
Pyrgidis, Christos Department of Civil Engineering - Aristotle University of Thessaloniki, Greece , Christogiannis, Evangelos Hellenic Railways Organization, Greece
Abstract :
By using mathematical models, this paper will compare the economic
profitability of a heavy load freight corridor (30 t per axle) with a
conventional freight-dedicated railway corridor (22.5 t per axle). This
comparison concerns the construction and operation of a new, single-track
of normal gauge, exclusively for freight traffic, and takes into account
various demand values of freight volume (10,000-130,000 t daily per
direction) and connection length (500km and 1,000 km). Within the
framework of this research, the rail infrastructure manager is also the
owner of the rolling stock and the operating company. The mathematical
model simulates the algorithm “revenues minus expenses” for each of the
above railway systems and permits among other things the calculation of
the Net Present Value (NPV) of the investment. The results showed that:
a) the conventional load corridor can cater for up to approximately 40,000t
per day per direction while the heavy freight corridor can carry around
three times that volume, b) for daily freight volumes of up to 40,000t, the
conventional freight corridor is more profitable c) for loads greater than
approximately 25,000t-30,000t, the increase in the connection length
results in a marked increase in the economic profitability of both systems
since it leads to roughly the doubling of the NPV.
Keywords :
Heavy haul freight corridor , Conventional freight corridor , Economic profitability of a railway corridor , Heavy load networks