water
Article
Mountain Road-Culvert Maintenance Algorithm
Vladimir Mandi´ c
1
, Miloš Šešlija
2
, Slobodan Kolakovi´ c
2,
*, Sr ¯ dan Kolakovi´ c
2
, Goran Jefteni´ c
2
and Slaviša Trajkovi´ c
3
Citation: Mandi´ c, V.; Šešlija, M.;
Kolakovi´ c, S.; Kolakovi´ c, S.;
Jefteni´ c, G.; Trajkovi´ c, S. Mountain
Road-Culvert Maintenance
Algorithm. Water 2021, 13, 471.
https://doi.org/10.3390/w13040471
Academic Editor: Terry Lucke
Received: 7 December 2020
Accepted: 26 January 2021
Published: 11 February 2021
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tribution (CC BY) license (https://
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4.0/).
1
Faculty of Mechanical and Civil Engineering in Kraljevo, University of Kragujevac, 36000 Kraljevo, Serbia;
mandic.v@mfkv.kg.ac.rs
2
Faculty of Technical Sciences, University of Novi Sad, 21000 Novi Sad, Serbia; sele@uns.ac.rs (M.Š.);
kolak@uns.ac.rs (S.K.); goran.jeftenic@uns.ac.rs (G.J.)
3
Faculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, Serbia; slavisa@gaf.ni.ac.rs
* Correspondence: kolakovic.s@uns.ac.rs; Tel.: +381-66-121-916
Abstract: The objective of this research was to determine the probability of road overtopping oc-
currence for a road culvert caused by surface runoff from the upstream catchment. A hydrological–
hydraulic model was used for the development of an algorithm for road culvert maintenance based
on the overtopping occurrence probability (CMOOP algorithm) for small mountain catchments. The
hydrological model defines the regression dependence between the runoff hydrograph peak values
and the probability of occurrences, whereas the hydraulic model calculates the culvert flow capacity
by including in the calculation the level of sediment that culvert is filled with. The relationship
between occurrences of overtopping and peak runoff value was defined using the runoff hydrograph
transformation model in the accumulation on the upstream side of the road. In addition to the calcu-
lation of overtopping occurrence probability for the existing culvert condition, the CMOOP algorithm
was used to analyze the impact of rehabilitation and reconstruction works from the perspective of
legally based safety criterion for road overtopping occurrence probability (SCROOP). The CMOOP
algorithm was appled to 67 concrete culverts located in a mountain road section in the Republic
of Serbia. The results show that the application of rehabilitation works on selected culverts will
increase the percentage of culverts that satisfy SCROOP from 49.25% to 89.55%, which confirms that
the accumulated stone sediment is the main reason for the SCROOP unfulfillment.
Keywords: culverts; overtopping occurrence probability; hydrological–hydraulic modeling; maintenance;
algorithm
1. Introduction
Road culverts are specific engineering structures that, in addition to their primary
role of conveying surface water under the road, have several functions such as providing
passage for people and vehicles, or safe passage of wild animals under the road [1]. These
secondary functions of culverts can sometimes be of such importance that their size is
defined to meet these conditions [2]. The available literature offers recommendations
for designing and sizing new road culverts according to the different criteria [3–6]. In
contrast to road culvert design, the maintenance of the existing road culverts has been
much less researched.
Road culverts are typically located in the lower part of the road embedment, so they
are not easily accessible for inspection and maintenance [7]. The lack of maintenance
inhibits the culvert’s primary function, which can consequently result in road overtopping
and failure of the road culvert [8]. Road overtopping by floodwater is dangerous, affecting
both traffic safety and the stability of the road structure. According to research data, around
75% of flood-related fatalities occur when people drive into or attempt to walk through
floodwaters [9–11]. Consequential repairs of the road structure defects, caused by water
overtopping over the road may require significant financial resources [12,13].
Water 2021, 13, 471. https://doi.org/10.3390/w13040471 https://www.mdpi.com/journal/water