Optimization of Mining and Classification Processes through Linear
Programming: Tanlahua Quarry Case, Ecuador
Optimización
de procesos de minado y clasificación mediante programación lineal: caso
cantera Tanlahua, Ecuador
Nixon Santiago Fonseca Loya*
Jorge Aníbal Loya Simbaña*
Marcelo Patricio Obando
Changuán*
Introduction
The mining of stone
materials is one of the most important extractive activities for infrastructure
development worldwide. Mineral aggregates—sand, gravel, crushed stone, and
crushed rock—form the foundation of the construction industry and are indispensable
for the construction of homes, roads, bridges, and civil engineering projects.
Due to urban growth and increased demand for infrastructure in developing
countries, aggregate production has become one of the fastest-growing mining
sectors in recent decades (López Jimeno, 2017). In Latin America, the
extraction of construction materials through open-pit mining plays a
fundamental role in supplying aggregates for public and private projects,
contributing significantly to regional economic development.
In Ecuador, the
production of stone materials takes place mainly in quarries located in areas
near major urban centers, which helps reduce transportation costs and ensures a
continuous supply of aggregates for the construction industry. However, many
operations face limitations related to the technical planning of production
processes, machinery management, and coordination of the mining cycle. These
deficiencies can lead to increased production costs, reduced production
efficiency, and a loss of competitiveness in the construction materials market
(Agency for the Regulation and Control of Energy and Non-Renewable Natural
Resources [ARCERNNR], 2020).
The process of
extracting stone materials in open-pit quarries comprises several interrelated
stages: stripping, material extraction, loading, transportation, crushing,
screening, and dispatch of the final product. The efficiency of these
operations depends on proper planning of machinery use, synchronization between
process phases, and control of technical variables such as cycle times, haulage
distances, and equipment capacity. When these variables are not managed in an
integrated manner, downtime, underutilization of machinery, and imbalances
between stages of the production process are frequently observed, resulting in
higher operating costs and lower productivity (Hustrulid & Kuchta, 2006).
One of the main
problems identified in aggregate operations is the inefficient allocation of
loading and transport equipment, as well as the lack of quantitative tools to
optimize operational planning. In many cases, decisions regarding machinery
distribution are based on empirical criteria or the experience of technical
staff, without the support of mathematical models that allow for the
simultaneous analysis of multiple variables within the production system. This
situation can lead to significant differences between the actual and
theoretical performance of the equipment, resulting in considerable economic
losses for the operating companies.
This problem is
particularly evident at the Tanlahua quarry, located in the San Antonio de
Pichincha parish, in the Metropolitan District of Quito, and operated by the
company EXPLOCOM. At this mining operation, inefficiencies were identified in
the stages of extraction, hauling, sorting, and dispatch of the stone material,
primarily associated with the lack of a quantitative model that would allow for
the correlation of variables such as machinery performance, required production
volumes, transport distances, and hourly operating costs. As a result, the
production system exhibits discrepancies between the actual and expected
performance of the equipment ranging from 15% to 20%, leading to significant
increases in production costs (Fonseca, 2017).
From an academic and
technical perspective, the optimization of mining operations has been
extensively studied using operations research tools and mathematical
programming models. Various authors have demonstrated that the application of
optimization models improves the operational efficiency of production systems
and reduces costs associated with machinery use and energy consumption (Hillier
& Lieberman, 2015). In this context, linear programming has established
itself as one of the most widely used methodologies for solving resource
allocation problems in complex industrial systems.
International studies
have demonstrated the effectiveness of these models in mining operations
planning. Bakhtavar et al. (2012) analyzed the optimal allocation of loading
and transport fleets in rock quarries using linear programming models,
achieving significant improvements in operational efficiency and substantial
reductions in production costs. Similarly, Tolwinski and Underwood (1996)
developed optimization models applied to open-pit mining that integrate
production constraints, equipment capacity, and operating costs.
In the Latin American
context, research conducted by Gómez and Morales (2018) demonstrated that the
use of linear programming models in medium-sized quarries can generate
reductions of between 12% and 25% in operating costs by optimizing machinery
allocation and improving work cycle planning. Similar results were reported by
Bustamante and Pacheco (2019) in quarries in the Colombian Andean region, where
the application of the Simplex method reduced operating costs by 18% and
decreased downtime by 22%.
The importance of
addressing this problem lies in its technical, economic, and environmental
implications. From a technical perspective, optimization improves equipment
performance, reduces downtime, and increases the efficiency of the production
system. From an economic standpoint, the proper allocation of resources helps
reduce operating costs and increase the profitability of mining operations.
Likewise, from an environmental perspective, reducing the operating time of
heavy machinery leads to lower fuel consumption and a decrease in pollutant
emissions associated with mining activities (Deming, 2020; Spirales, 2022).
Globally, the
optimization of mining production processes has evolved from empirical methods
toward approaches based on mathematical models and computational algorithms.
Among these methods, the Simplex Method, developed by George Dantzig in 1947,
has established itself as a fundamental tool for solving linear programming
problems (Dantzig, 1963). This algorithm enables the identification of optimal
solutions for systems with multiple variables and constraints, making it an
efficient tool for planning industrial and mining operations (Hillier &
Lieberman, 2015).
In the mining
industry, the Simplex Method has been applied to various optimization problems,
including production planning, transportation fleet allocation, ore blending,
and loading equipment scheduling. Although more complex approaches currently
exist that combine mathematical programming with artificial intelligence
techniques or metaheuristic algorithms, the Simplex Method remains an efficient
and easily implementable tool in medium-sized mining operations, such as stone
quarries (Hustrulid & Kuchta, 2006).
The primary motivation
for this research stems from the lack of documented optimization models
applicable to the specific operating conditions of the Tanlahua quarry.
Although technical studies exist regarding the mining design and geological
characteristics of the deposit, these works do not provide quantitative
decision-making tools for the optimal allocation of equipment and the planning
of the production process.
In this context, the
present study proposes the application of an optimization model based on linear
programming to improve the efficiency of the stone material mining and sorting
processes at the Tanlahua quarry. The main objective is to develop and analyze
an optimization model that allows for determining the optimal combination of
machinery resources in order to minimize production costs without affecting the
material volumes required by the market.
The research question
guiding the study is as follows: How can the process of mining and classifying
rock material at the Tanlahua quarry be optimized to reduce production costs
and improve the operational efficiency of the mining operation? The research
hypothesis posits that the application of the Simplex Method allows for a
significant reduction in production costs through optimal allocation of
equipment, while maintaining the required production levels.
To evaluate this
hypothesis, a linear programming model was developed that integrates technical
and economic variables of the production process, including machinery
performance, hourly operating costs, transport distances, and required
production volumes. The model was solved using JSimplex software, which allowed
for the analysis of different operational scenarios and the determination of
the optimal equipment configuration.
Materials
and methods
The research was
conducted using an applied approach with a descriptive-analytical, prospective,
and field-based methodological design, aimed at evaluating and optimizing the
operational processes at the Tanlahua quarry through the application of linear programming
models. The descriptive approach allowed for the characterization of production
processes and the technical parameters associated with each mining activity,
while the analytical component facilitated the evaluation of variables
influencing costs and equipment performance. The prospective nature of the
study relates to the generation of operational scenarios aimed at future
decision-making in resource management and mining planning. The field component
involved the direct collection of information during the quarry’s operational
shifts, recording the work cycles of the machinery used at the different mining
fronts (Centrosur, 2021; Hernández Sampieri et al., 2014).
The study area
corresponds to the Tanlahua mining concession, located in the San Antonio de
Pichincha parish, in the Metropolitan District of Quito, Ecuador, dedicated to
the extraction of stone materials used in civil engineering works: sand,
crushed stone, round stone, and material for base and subbase layers. The study
population consisted of the aggregate mining concessions in operation within
this parish; however, due to the availability of detailed operational
information, the Tanlahua quarry, operated by EXPLOCOM, was selected as a
non-probabilistic and purposive sample because of its technical
representativeness in the sector (Fonseca, 2017). The analysis covered the six
processes of the mining cycle: stripping, extraction, loading, transport, sorting,
and marketing.
To this end, a
heterogeneous fleet of machinery was evaluated, including a Caterpillar 330DL
excavator, a CAT D8K bulldozer, front-end loaders (950F, 950G, and 950H
series), and MAN and Hino transport units, allowing for a comparative analysis
of performance based on the age and capacity of the equipment (see Table 1).
Table 1.
Equipment used at the
Tanlahua quarry TAM model.
|
Cant. |
Maquinaria y equipo |
Función principal |
Modelo |
Código |
|
1 |
Volquete Hino FS |
Transporte Interno |
Hino FS |
A-1 |
|
1 |
Volquete MAN (14
m³) |
Transporte
Interno |
MAN TGS 14 |
A-2 |
|
1 |
Volquete MAN (16 m³) |
Transporte Interno |
MAN TGS 16 |
A-3 |
|
1 |
Cargadora
Frontal CAT 950F |
Clasificación |
CAT 950F |
K-1 |
|
1 |
Cargadora Frontal
Kawasaki |
Clasificación |
Kawasaki |
K-2 |
|
1 |
Cargadora
Frontal SEM 650D |
Clasificación |
SEM 650D |
K-3 |
|
1 |
Cargadora Frontal CAT
950G |
Clasificación |
CAT 950G |
K-4 |
|
1 |
Retroexcavadora
CAT 330D L |
Arranque y
Carguío |
CAT 330DL |
K-5 |
|
1 |
Tractor Bulldozer CAT
D8K |
Desbroce y Empuje |
CAT D8K |
K-6 |
|
1 |
Cargadora
Frontal CAT 950H |
Acarreo y
Despacho |
CAT 950H |
K-7 |
Note: Prepared by the
authors based on the semi-annual reports from the Tanlahua quarry (Roberto
Rodríguez, 2016).
Data collection was
carried out using various research techniques. First, direct field observation
was conducted, accompanied by photographic documentation and operational
control sheets. Second, the work cycles of heavy machinery were timed using
standardized tables to determine loading, transport, unloading, and return
times. Additionally, technical production reports, accounting records of
operating costs, and the quarry’s semi-annual investment reports were reviewed.
The research tools
used included time logs, machinery technical data sheets, manufacturers’
operating manuals (primarily Caterpillar), and spreadsheets for initial data
processing. The theoretical performance figures obtained from the technical
manuals were compared with actual performance measured in the field, which
allowed for the calculation of the equipment’s operational efficiency and the
estimation of optimal performance using correction factors that account for
downtime and actual operating conditions. To ensure the model’s accuracy, a
correction factor of 0.9 was applied to the theoretical data, accounting for
critical variables such as operator skill, travel delays, and weather
conditions (Caterpillar, 2012; JAH Journal, 2020; CCM, 2019). Secondary data
was collected through a systematic review of academic databases (Google
Scholar, Scielo), semi-annual reports from the Ministry of Mining, and internal
technical reports from the quarry.
Table 2 presents the
study’s dependent and independent variables, which enabled the identification
of operational bottlenecks and the proposal of a fleet reallocation plan to
maximize the concession’s profitability (Deming, 2021).
Table 2
Dependent and
independent variables of the extraction process
|
Variable dependiente |
Variable independiente |
|
Costo Total |
Tipo y volumen de
estéril; equipo requerido; distancia de acarreo |
|
Costo de Inversión |
Maquinaria,
instalaciones e infraestructura |
|
Costo de Operación |
Insumos, mano de obra,
logística |
|
Costo de Destape |
Tipo de estéril;
volumen de estéril; equipo requerido; distancia de acarreo |
|
Costo de Extracción |
Características del
material pétreo (dacita rosada y azul); volumen de producción; maquinaria
requerida |
|
Costo de Carguío |
Maquinaria
requerida; granulometría del material |
|
Costo de Transporte |
Maquinaria requerida;
distancia recorrida |
|
Costo de Clasificación |
Equipo
(zarandas); productos finales (arena, ripio, chispa, piedra, coco) |
|
Costo de
Comercialización |
Equipo requerido |
|
Costo de Administración |
Costo de
personal; logística; infraestructura |
|
Costo de Equipo |
Mano de obra; catálogos;
ciclos; insumos |
Note: Prepared by the
authors based on Fonseca (2017).
Data processing and
analysis were performed using descriptive statistical analysis tools and
optimization models. The data obtained were organized into spreadsheets to
calculate yields, hourly operating costs, and average cycle times.
Subsequently, the Simplex method of linear programming was applied using the
JSimplex software to determine the optimal combination of variables that
minimizes the total production cost of the aggregate. Independent objective
functions were formulated for each stage of the production process, and
constraints were established regarding equipment capacity, production volume,
haulage distances, and market demand (Hillier & Lieberman, 2015; Taha,
2017).
The model was
evaluated under two operational scenarios: one with high demand, featuring a
maximum production of approximately 800 m³ per day of marketed material, and
another with low demand (500 m³/day), featuring lower production requirements.
This multivariate structure allowed for the identification of operational
bottlenecks and the proposal of fleet reallocation to maximize the concession’s
profitability (Deming, 2021).
In addition, a
literature review was conducted in academic databases and specialized technical
sources, including scientific articles on mining engineering, technical manuals
from heavy machinery manufacturers, and institutional reports from the Ecuadorian
mining sector.
Results
This section presents
the main contribution of the article, based on an analysis of the operational
processes at the Tanlahua quarry and the application of the Simplex method of
linear programming to optimize the allocation of machinery across the different
stages of the mining cycle. Based on a study of actual equipment performance,
an operational evaluation and optimization model was developed that allows for
a comparison of the quarry’s current performance with optimized scenarios under
different demand conditions.
The field analysis
revealed significant differences between actual performance and the theoretical
performance established by the manufacturers’ manuals (Caterpillar, 2012).
Table 3 summarizes the values obtained for each activity and piece of
equipment, including hourly cost, actual performance measured on-site,
theoretical catalog performance, resulting operational efficiency, and actual
unit cost.
Table 3.
Actual, Theoretical,
and Operational Efficiency by Equipment
|
Actividad |
Equipo |
Costo ($/h) |
Rend. Real (m³/h) |
Rend. Teórico (m³/h) |
Eficacia (%) |
C.U. Real ($/m³) |
|
Arranque |
Excavadora CAT 330DL |
63,46 |
196,18 |
244,02 |
80,40% |
0,32 |
|
Arranque |
Tractor CAT D8K |
59,62 |
149,49 |
207,96 |
71,88% |
0,40 |
|
Acarreo
(Volquete-Trasiego) |
Cargadora CAT 950H |
48,97 |
336,84 |
413,96 |
81,37% |
0,15 |
|
Acarreo (Frente 1) |
Volquete MAN 1 |
85,58 |
148,61 |
167,88 |
88,52% |
0,58 |
|
Acarreo (Frente 1) |
Volquete MAN 2 |
87,45 |
128,53 |
146,97 |
87,45% |
0,68 |
|
Acarreo (Frente 2) |
Volquete MAN 1 |
85,58 |
161,82 |
183,77 |
88,06% |
0,53 |
|
Acarreo (Frente 2) |
Volquete MAN 2 |
87,45 |
154,11 |
178,97 |
86,11% |
0,57 |
|
Clasificación c/ volquete |
Cargadora CAT
950F |
49,13 |
156,71 |
217,63 |
72,01% |
0,31 |
|
Clasificación s/
volquete |
Cargadora CAT 950F |
49,13 |
61,25 |
118,28 |
51,78% |
0,80 |
|
Despacho |
Cargadora CAT
950F |
49,13 |
148,97 |
283,86 |
52,48% |
0,33 |
|
Despacho |
Cargadora CAT 950G |
45,26 |
185,64 |
217,63 |
85,30% |
0,24 |
|
Acarreo no cond. 400 m |
Volquete MAN 1 |
85,58 |
97,91 |
116,51 |
84,04% |
0,87 |
|
Acarreo no cond. 400 m |
Volquete MAN 2 |
87,45 |
88,40 |
108,78 |
81,26% |
0,99 |
|
Acarreo no cond. 700 m |
Volquete MAN 1 |
85,58 |
56,56 |
84,67 |
66,80% |
1,51 |
Note: Prepared by the
authors based on field data and Caterpillar manuals (Fonseca, 2017). U.C. =
Unit Cost.
These variations are
mainly explained by operational factors such as downtime, work organization,
terrain conditions, haulage distances, and operator efficiency. The CAT 330DL
excavator showed the highest efficiency among the stripping equipment (80.40%),
with an actual output of 196.18 m³/h compared to a theoretical output of 244.02
m³/h and a unit cost of USD 0.32/m³. Meanwhile, the CAT D8K bulldozer recorded
an efficiency of 71.88%, with an actual output of 149.49 m³/h and a unit cost
of USD 0.40/m³. The 950F and 950G loaders used for hauling showed efficiencies
of just 52.48% and 85.30%, respectively, indicating the processes with the
greatest room for improvement. The MAN dump trucks operated at over 86%
efficiency on short hauls (100–200 m), but dropped to 66.80% on 700-meter
hauls, demonstrating the sensitivity of performance to transport distance—a
result consistent with that reported by Lizotte and Bonates (1987) in classic
studies on mining fleet optimization.
3.2. Analysis of
Efficiency Gaps and Opportunities for Improvement
The comparative
analysis between actual and theoretical performance allowed for the
identification of efficiency gaps in various processes of the mining cycle,
particularly in the material sorting and dispatch stages. To estimate the
potential for operational improvement, a correction factor of 0.9 was applied
to the theoretical yields, allowing for the determination of optimal yield
values for each piece of equipment. Based on this adjustment, an average
difference of USD 0.09 per cubic meter was calculated between actual unit costs
and optimized unit costs. Table 4 presents the complete comparative analysis by
process and equipment.
Table 4
Analysis of
Improvement Potential by Equipment and Process
|
Actividad |
Equipo |
Costo ($/h) |
Rend. Óptimo (m³/h) |
C.U. Óptimo ($/m³) |
C.U. Real ($/m³) |
Diferencia ($/m³) |
Ahorro relativo |
|
Arranque |
Excavadora 330DL |
63,46 |
219,62 |
0,29 |
0,32 |
0,03 |
9,4% |
|
Arranque |
Tractor D8K |
59,62 |
187,16 |
0,32 |
0,40 |
0,08 |
20,0% |
|
Acarreo
(Volquete-Trasiego) |
Cargadora 950H |
48,97 |
372,56 |
0,13 |
0,15 |
0,02 |
13,3% |
|
Acarreo 200 m (Frente 1) |
Volquete MAN 1 |
85,58 |
151,09 |
0,57 |
0,58 |
0,01 |
1,7% |
|
Acarreo 200 m (Frente 1) |
Volquete MAN 2 |
87,45 |
132,27 |
0,66 |
0,68 |
0,02 |
2,9% |
|
Acarreo 100 m (Frente 2) |
Volquete MAN 1 |
85,58 |
165,39 |
0,52 |
0,53 |
0,01 |
1,9% |
|
Acarreo 100 m (Frente 2) |
Volquete MAN 2 |
87,45 |
161,07 |
0,54 |
0,57 |
0,03 |
5,3% |
|
Clasificación c/ volquete |
Cargadora 950F |
49,13 |
195,87 |
0,25 |
0,31 |
0,06 |
19,4% |
|
Clasificación s/
volquete |
Cargadora 950F |
49,13 |
106,45 |
0,46 |
0,80 |
0,34 |
42,5% |
|
Despacho material |
Cargadora 950F |
49,13 |
255,47 |
0,19 |
0,33 |
0,14 |
42,4% |
|
Despacho clientes |
Cargadora 950G |
45,26 |
217,63 |
0,21 |
0,24 |
0,03 |
12,5% |
|
Acarreo no cond. 400 m |
Volquete MAN 1 |
85,58 |
104,86 |
0,82 |
0,87 |
0,05 |
5,7% |
|
Acarreo no cond. 400 m |
Volquete MAN 2 |
87,45 |
97,90 |
0,89 |
0,99 |
0,10 |
10,1% |
|
Acarreo no cond. 700 m |
Volquete MAN 1 |
85,58 |
76,20 |
1,12 |
1,51 |
0,39 |
25,8% |
|
DIFERENCIA PROMEDIO |
|
|
|
|
USD
0,09/m³ |
|
~11% |
Nota. Elaborado por los autores a partir
de Fonseca (2017). C.U. = Costo Unitario. El porcentaje de ahorro relativo se
calculó como la diferencia entre el C.U. real y el C.U. óptimo, dividida entre
el C.U. real.
Los procesos con mayor potencial de ahorro
fueron la clasificación sin volquete (diferencia de USD 0,34/m³, equivalente a
un 42,5 % de reducción) y el acarreo no condicionado a 700 m (USD 0,39/m³).
Considerando una producción anual promedio de 187.200 m³, el ahorro potencial
derivado únicamente de la mejora en rendimientos alcanzaría USD 16.848 antes de
la implementación del modelo de optimización completo. Estos resultados
evidencian que los principales problemas operativos no se encuentran únicamente
en el desempeño individual de los equipos, sino en la coordinación entre los
diferentes procesos del ciclo minero, lo que justifica la aplicación de modelos
de optimización integrales (Bakhtavar et al., 2012).
Para el proceso de clasificación
gravitacional mediante zarandas, el Método Simplex generó cinco alternativas
ordenadas por prioridad según criterios de costo y tiempo, resumidas en la
Tabla 5. La selección del modelo debe realizarse en función de las condiciones
operativas del día: disponibilidad de equipos, volumen a clasificar y urgencia
de entrega a clientes.
Tabla 1
Modelos de optimización para la clasificación del material pétreo
|
Prior. |
Equipo(s) requerido(s) |
Tiempo (h) |
Costo diario (USD) |
Criterio de selección |
|
1 |
Cargadora 950H
(exclusiva) |
3,53 |
172,92 |
Menor costo diario |
|
2 |
Cargadora 950H +
Cargadora 950G |
2,23 |
210,05 |
Balance
costo-tiempo |
|
3 |
Cargadora 950H +
Volquetes MAN 1 y MAN 2 |
2,19 |
486,22 |
Menor tiempo de
clasificación |
|
4 |
Cargadora 950G
(exclusiva) |
6,05 |
273,61 |
Alternativa sin
950H |
|
5 |
Cargadora 950F
(exclusiva) |
6,72 |
329,99 |
Contingencia |
Note: Prepared by the
authors based on the Simplex Method solution using JSimplex (Fonseca, 2017).
Priority 1 corresponds to the solution with the lowest daily cost.
The main
methodological contribution of the study was the development of optimization
models based on linear programming, aimed at minimizing the total production
cost through the optimal allocation of machinery. For the high-demand scenario,
considered at 800 m³ of material sold per day, independent objective functions
were formulated for each stage of the production process. Table 6 presents the
optimal allocation of equipment for each process in the mining cycle under this
scenario, with the operating times and daily costs resulting from the solution
obtained using the Simplex Method.
Table 6
Proposed optimization
model for the complete mining cycle (high demand)
|
Proceso |
Equipos óptimos |
Tiempo (h) |
Costo diario (USD) |
Prioridad |
|
Arranque |
Excavadora 330DL +
Tractor D8K |
3,08 |
379,21 |
Alta |
|
Acarreo desde Frente 1 |
Cargadora 950H +
Volquetes MAN 1 y MAN 2 |
3,49 |
775,41 |
Alta |
|
Acarreo desde Frente 2
(prioritario) |
Cargadora 950H +
Volquetes MAN 1 y MAN 2 |
3,06 |
680,20 |
Alta |
|
Clasificación (mínimo costo) |
Cargadora 950H |
3,53 |
172,92 |
Media |
|
Clasificación (mínimo
tiempo) |
Cargadora 950H +
Volquetes MAN 1 y MAN 2 |
2,19 |
486,22 |
Baja |
|
Despacho (alta demanda) |
Cargadoras 950H
y 950G simultáneas |
— |
— |
Alta |
|
Despacho (flujo normal) |
Cargadora 950G |
— |
— |
Media |
|
Acarreo no cond. (desde trasiego) |
Cargadora 950H +
Volquetes MAN 1 y MAN 2 |
0,27 |
59,58 |
Media |
|
Acarreo no cond. (desde
zaranda) |
Cargadora 950G +
Volquete MAN 2 |
0,57 |
74,64 |
Media |
Note: Prepared by the
authors based on results from the Simplex Method (Fonseca, 2017). The
“Priority” column indicates the level of operational urgency for each process
within the daily mining cycle.
In the material
extraction process, the optimal solution determined that the CAT 330DL
excavator and the CAT D8K bulldozer should operate together for 3.08 hours,
achieving a production of 1,065 m³ at a total cost of USD 379.21. In the
hauling process, the model identified the combination of the CAT 950H loader
with the MAN 1 and MAN 2 dump trucks as the optimal alternative, allowing for
the transport of 968 m³ in 3.06 hours at a cost of USD 680.20, outperforming
other evaluated operational alternatives in terms of efficiency.
For the material
sorting stage, the model generated five operational alternatives ranked
according to cost and time criteria. The most economically efficient option
involves the exclusive use of the 950H loader, taking 3.53 hours and costing
USD 172.92 per day. However, when process speed is prioritized, the combination
of the 950H loader with the MAN dump trucks reduces the time to 2.19 hours,
albeit at a higher cost. Finally, regarding the customer delivery process, the
model determined that during periods of peak demand—primarily at night—it is
advisable to use both the 950H and 950G loaders simultaneously, while during
periods of lower volume, it is sufficient to keep only the 950G loader active.
In the low-demand
scenario, defined by an approximate daily production of 500 m³, the
optimization model showed a significant reorganization in equipment usage. In
this context, the optimal solution eliminates the continuous use of the MAN 2
dump truck and concentrates operations on the 330DL excavator, the 950H loader,
and the MAN 1 dump truck. Applying the model reduced the daily operating cost
by USD 486.85, representing a 35.5% decrease compared to the base cost of USD
1,369.98 in the traditional operational model. This result is particularly
relevant for the Ecuadorian construction sector, where fluctuations in public
and private investment lead to frequent periods of shrinking demand (ARCERNNR,
2020).
Table 7 summarizes the
comparison between the previous operational model and the optimized model for
both high- and low-demand scenarios, including the projected annual savings.
The results confirm the research hypothesis: the optimized model reduces daily
production costs by a statistically significant amount in both demand
scenarios.
Table 7
Cost comparison and
projected annual savings
|
Escenario / indicador |
Costo / valor, $USD |
Ahorro (USD/día), $USD |
Reducción (%) |
|
Costo modelo actual
(alta demanda) |
USD
2.954,68 |
— |
— |
|
Costo modelo optimizado (alta demanda) |
USD 1.886,53 |
USD 1.068,15 |
36,1% |
|
Costo modelo actual
(baja demanda) |
USD
1.369,98 |
— |
— |
|
Costo modelo optimizado (baja demanda) |
USD 883,13 |
USD 486,85 |
35,5% |
|
Ahorro promedio diario |
— |
USD
777,50 |
— |
|
Días laborables anuales (lunes–sábado) |
312 días |
— |
— |
|
Ahorro anual estimado |
— |
USD
242.580 |
~35,8%
prom. |
Note: Prepared by the
authors based on Fonseca (2017). Calculation based on 312 working days per year
(Monday through Saturday, 52 weeks).
The comparison between
the current operating model and the optimized model for high demand shows a
daily savings of USD 1,068.15, representing a 36.1% reduction from the base
cost of USD 2,954.68 per day. For the low-demand scenario, the savings of USD 486.85
represent a 35.5% reduction from the base cost of USD 1,369.98. The largest
cost item is ore haulage, due to the distances that must be traveled from the
mining fronts to the transfer areas. The sorting process, meanwhile, yielded
the greatest relative savings by eliminating downtime between sub-processes.
Considering both scenarios with equal probability, the estimated average
savings amount to USD 777.50 per day. If we consider an operation of 312
working days per year (Monday through Saturday, 52 weeks), the projected annual
savings amount to approximately USD 242,580, confirming the economic viability
of the proposed model.
Beyond the direct
economic impact, process optimization generates multidimensional benefits. From
an operational perspective, the optimal allocation of machinery reduces
downtime between processes, improves coordination among mining fronts, and
facilitates compliance with the daily production plan. Likewise, the reduction
in operating hours helps decrease equipment wear and tear, extending its useful
life and reducing maintenance and depreciation costs (Deming, 2020). From an
environmental standpoint, reduced use of heavy machinery with diesel engines
lowers emissions of pollutants and particulate matter, helping to improve
workers’ occupational health conditions and lessen the environmental impact on
the Tanlahua community (CCM, 2020; Deming, 2022; Spirales, 2022).
The results obtained
in this study confirm the usefulness of linear programming methods for
optimizing operational planning in open-pit mining operations, particularly in
stone quarries. The developed model enabled a reduction in daily production
costs of approximately 36.1% in high-demand scenarios and 35.5% in low-demand
scenarios, which exceeds the range reported in previous research on mining
operations optimization. This can be explained by the particular conditions of
the fractured rock mass at Tanlahua, which simplifies the excavation process.
For example, studies conducted in Latin American quarries of similar size
report cost reductions between 12% and 25% (Gómez & Morales, 2018;
Bustamante & Pacheco, 2019), whereas in more complex metal mining
operations, reductions typically hover around 15% (Bakhtavar et al., 2012).
This consistency suggests that optimization using mathematical models
constitutes a robust tool for improving efficiency in the management of mining
resources.
The results also align
with the findings in the specialized literature on operations research applied
to mining (Taha, 2017; Hillier & Lieberman, 2015), which establishes that
optimizing equipment allocation and activity planning can generate significant
improvements in productivity and the efficient use of available resources. In
this regard, the average reduction of USD 0.09 per m³ in the unit production
cost, as well as the projected annual savings of USD 242,580, confirm that the
application of the Simplex Method improves the economic efficiency of mining
operations, including in medium-scale operations such as the Tanlahua quarry.
However, this study
makes a significant contribution compared to previous research by explicitly
considering the interdependence among the different processes of the mining
cycle. While many optimization studies analyze each stage in isolation (Lizotte
& Bonates, 1987; Tolwinski & Underwood, 1996), the model developed in
this research demonstrates that the local optimization of a process can
generate negative effects on the overall performance of the system. An example
of this can be seen in the material extraction process: although operating only
the excavator could reduce the direct cost of that subprocess, the increase in
operating time causes delays in hauling and sorting, creating bottlenecks that
increase the total cost of the workday. This finding supports theoretical
approaches that highlight the importance of developing comprehensive
optimization models for interdependent production systems (Hustrulid &
Kuchta, 2006).
Another significant
difference from previous studies lies in the geological and operational
conditions of the Tanlahua quarry. Unlike many hard rock operations, where
drilling and blasting are required for material extraction, the presence of
highly fractured material in the study area facilitates direct extraction using
excavators and bulldozers. This characteristic reduces the complexity of the
extraction process and favors the application of relatively simple linear
programming models, which could explain why the savings levels obtained fall
within the upper range of those reported in the literature.
Likewise, the study
showed that one of the main factors influencing operating costs is the haulage
distance of the material, which directly affects the performance of the dump
trucks and the total transport cycle time. This result is consistent with previous
research indicating that internal transport is one of the most costly
components of the mining cycle, especially in operations where work fronts are
located far from processing or sorting areas (Lizotte & Bonates, 1987;
Caterpillar, 2012).
Despite the positive
results obtained, it is important to acknowledge some limitations of the
developed model. The optimization was performed using the JSimplex software,
which is suitable for moderate-scale linear programming problems; however, in
larger mining operations or those with a greater number of variables and
constraints, it would be advisable to use more advanced tools such as CPLEX or
Gurobi, which allow for solving more complex optimization problems and
incorporating integer or stochastic programming models (Hillier &
Lieberman, 2015; Taha, 2017). Furthermore, the model considers average
equipment performance, so it does not explicitly incorporate the variability
associated with factors such as weather conditions, terrain conditions, mechanical
availability, or operator experience.
In this context,
future research could expand the model’s scope by integrating stochastic
simulation techniques, such as the Monte Carlo method, to analyze the
variability of operational yields and generate confidence intervals for
projected production costs. Likewise, the use of mining process simulation
tools would allow for the evaluation of dynamic operational scenarios and
improve short- and medium-term planning. Another relevant line of research
involves analyzing the impact of incorporating a primary crusher at the
Tanlahua quarry, as its integration would significantly modify the
classification process and could generate additional savings exceeding those
estimated in this study. Finally, future studies could incorporate real-time
data monitoring and analysis systems, using digital mining technologies and
operational data analysis, which would allow optimization models to be fed with
up-to-date information and facilitate the implementation of dynamic
optimization strategies in mining operations (CCM, 2019; Deming, 2022).
.
Conclusions
The research achieved
the objective of optimizing the mining and sorting processes for rock material
at the Tanlahua quarry through the application of the Simplex method of linear
programming. Analysis of operational processes and machinery performance revealed
significant differences between actual values and the theoretical performance
established by manufacturers, confirming the existence of operational
inefficiencies primarily associated with the organization of activities,
downtime, and coordination among the various processes in the mining cycle.
The application of the
optimization model made it possible to determine the optimal combination of
equipment and operating times for each stage of the production process,
demonstrating that reorganizing the activities of excavation, hauling, sorting,
and dispatch significantly improves the use of available machinery. In
particular, the model for the high-demand scenario established that stripping
should be performed using the CAT 330DL excavator and the D8K bulldozer for
3.08 hours, while the most efficient hauling is achieved by using the 950H
loader in conjunction with MAN dump trucks. This operational configuration
generates daily savings of USD 1,068.15, equivalent to a 36.1% reduction in
production costs compared to the previous operational model (base cost: USD
2,954.68 per day).
The results confirm
that linear programming is an effective tool for the management and planning of
mining operations, especially in construction material quarries where
production processes have a relatively sequential structure. The study provides
empirical evidence that complements the existing state of the art, contributing
to the development of models applied to medium-sized quarries in emerging
economies (Gómez & Morales, 2018; Bakhtavar et al., 2012).
From an economic and
operational perspective, implementing the proposed model is projected to yield
annual savings of approximately USD 242,580, resulting from reduced unit costs
and improved allocation of productive resources. This result demonstrates that
optimizing mining processes not only improves the company’s operational
efficiency but also strengthens its competitiveness within the construction
materials market.
Finally, in addition
to the economic benefits, optimizing machinery use generates positive
environmental and social impacts, as reducing the operating hours of diesel
equipment lowers pollutant emissions and fuel consumption. This contributes to
improving workers’ occupational health conditions and reducing the
environmental impact on the community near the Tanlahua quarry, reinforcing the
importance of incorporating technical-economic optimization models as
sustainable management tools in mining operations (CCM, 2020; Deming, 2022;
Spirales, 2022).
..........................................................................................................
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