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A Confidence-Weighted Approach for Solving Grey Transportation Problems under Cost Uncertainty

DOI : 10.17577/IJERTV15IS050145
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A Confidence-Weighted Approach for Solving Grey Transportation Problems under Cost Uncertainty

Farhana Rashid

Department of Mathematics, Jagannath University, Dhaka-1100, Bangladesh

Rabindra Nath Mondal

Department of Mathematics, Jagannath University, Dhaka-1100, Bangladesh

Abstract – Transportation issues are very important for planning logistics and optimizing the supply chain. Conventional transportation models presume that transportation costs are accurately understood; however, in several real-world scenarios, such prices remain unclear due to variable traffic conditions, environmental disturbances, and insufficient information. Grey system theory is a good way to simulate these kinds of uncertainty since it shows transportation costs as interval grey values. This paper suggests a Confidence-Weighted Grey Transportation Method (CWGT) to help with transportation challenges where the costs are not known. The suggested method uses the breadth of the uncertainty of gray intervals to create confidence weights for each transportation route. These weights change grey transportation costs into certain values that show both the predicted cost and how reliable the information is. Then, linear programming techniques are used to solve the deterministic transportation model that comes out of this. To show that the suggested method works, a numerical example and a number of computer experiments are done. The results show that the CWGT approach is a more reliable way to move things than standard midpoint and average transformation methods. Also, the suggested approach is easy to compute and may be simply used with optimization tools like MATLAB. The suggested framework is a useful decision-support model for planning logistics when things are unknown, and it may be used for more complicated transportation systems as well.

Keywords – Grey transportation problem, optimization of uncertainty, grey system theory, transportation cost uncertainty, and logistics optimization.

  1. INTRODUCTION

    Transportation issues are among the most essential optimization models in operations research and logistics management. The main goal of a transportation model is to find the best way to move items from many supply sources to many demand destinations while keeping the overall cost or time of transportation as low as possible. The transportation problem was formalized by the French Mathematician Monge [1]. Major advances were made in the field during World War

    II by the Russian Mathematician and Economist Leonid Vitaliyevich Kantorovich [2]. The standard form of the transportation problem was first presented by Frank Lauren Hitchcock [3].

    Traditional transportation models assume that all the characteristics, such as costs, amounts of supply, and needs for demand, are known exactly. Based on this idea, several

    algorithms have been made to find the best answers quickly. The Northwest Corner Method, the Least Cost Method, and Vogel's Approximation Method are all well-known ways to find initial workable solutions. After that, optimization processes like the Modified Distribution Method (MODI) or the stepping-stone method are used. These methods are used a lot since they are fast and easy to use, but they only work if shipping costs are known for sure. Besides this a large number of research works on distribution issues has been done by several researcher such as [4-15] solved a transportation problem with market choice.

    In decision-making theory, uncertain decision-making is a vital branch. There are various approaches to dealing with uncertainty problems [16]. To deal with uncertainties, a number of methods were developed, including interval, fuzzy, Rough and stochastic numbers [17,18,19]. Many researchers [20-30] have proposed different techniques for solving transportation problem in uncertain environment.

    So, it is clear that in many real-world logistics systems, it's not always possible to figure out exactly how much transportation will cost. Things like changing fuel costs, unpredictable traffic, infrastructural problems, changing weather, and missing information can all make transportation cost parameters less definite. In these kinds of situations, using fixed numbers to show transportation costs might lead to solutions that aren't realistic or dependable. To deal with such situations, Deng [31] first introduced the concept of grey systems theory. Grey system theory has been successfully applied in various fields including decision-making, forecasting, optimization, and system analysis [32]. Based on the framework of grey system theory, Bai et al.[33] introduced the Grey Transportation Problem (GTP), in which transportation costs are modeled as grey numbers rather than deterministic values. Grey system theory is a good way to represent issues with just some information available since it works around these problems. Grey system theory was first used to examine systems with partial or unclear data. It uses interval grey numbers to show unknown parameters. The gray transportation problem builds on this idea by using grey intervals instead of fixed numbers to show transportation costs. This picture helps people who make decisions better understand uncertainty while planning transportation. Palanci et al. [34] studied on uncertainty under grey goals in a cooperative game. Nasseri et al. [35] proposed a direct

    approach for solving the grey assignment problem based on grey arithmetic. Pourofoghi et al. [36] proposed a new method to find an optimal solution for grey transportation problems where transportation cost, supply and demand are interval grey numbers. Since the introduction of grey transportation models, several approaches have been proposed to convert grey costs into deterministic values for optimization purposes. One common technique involves the midpoint approximation, where the grey interval is replaced by its average value. Another widely used approach is the risk coefficient method, which introduces a parameter representing the decision-maker's risk preference and transforms the grey interval accordingly. These methods simplify the solution process by converting the grey transportation problem into a deterministic transportation problem.

    However, existing grey transportation methods exhibit several limitations. Most of these approaches treat all grey intervals equally during the transformation process, regardless of the level of uncertainty associated with each transportation route. In practical situations, some transportation routes may have relatively narrow cost intervals and therefore more reliable cost estimates, while others may have wide intervals indicating significant uncertainty. Ignoring this variation in uncertainty may lead to transportation plans that do not adequately reflect the reliability of the available information.

    To overcome this limitation, this study proposes a ConfidenceWeighted Grey Transportation Method (CWGT) for solving grey transportation problems. The proposed approach incorporates the uncertainty width of each grey cost interval into the cost transformation process by introducing a confidence weight. Transportation routes with smaller interval widths receive higher confidence weights, while routes with larger uncertainty intervals receive lower influence in the optimization model. By integrating uncertainty reliability into the transportation cost transformation, the proposed method provides a more realistic representation of transportation decision-making under uncertainty.

    The resulting deterministic transportation problem can then be solved using classical optmization techniques such as linear programming. The proposed CWGT method remains computationally simple while improving the reliability of transportation cost estimation in uncertain environments.

    The primary contributions of this work are encapsulated as follows. First, a new approach for transforming confidence weights is suggested to include uncertainty breadth in estimating the cost of gray transit. Second, a computational algorithm is created to put the suggested strategy into action inside a traditional framework for optimizing transportation. Third, numerical tests and comparisons are done to show that the suggested method works better than other gray transportation solution approaches.

  2. Preliminaries 2.1Classical transportation problem

    The classical transportation problem in operations research that involves finding the optimal way to move goods from one place to another. It involves allocating resources in the most efficient way while minimizing the cost of transportation. It is based on objective function. An objective function is a

    function whose value we try to maximize (profit) or minimize (travel length, costs, time, …) in the process of optimization.

    Then the linear programming model representing the transportation problem is generally given as

    Minimize .

    subject to

    ;

    ;

    . for all and .

    In mathematical terms the above problem can be expressed as finding a set of s,

    ; to

    Minimize .

    subject to ;

    ,

    . for all and .

    ;

      1. Grey System Theory

        Mathematically, systems containing both known and unknown parts can be better understood by applying grey system theory. Deng Julong first suggested it in 1982. Grey is a middle ground between knowing everything and knowing nothing. Most real-world systems (economics, transportation, engineering, decision making) are grey systems because data are incomplete, uncertain, or imprecise. Grey theory aims to model uncertain systems, work with small sample data, handle interval uncertainty, support decision making. The major components of grey system theory are grey numbers, grey relational analysis, grey prediction model, grey decision making, grey optimization models. Thus, grey systems lie between certainty and uncertainty.

        Grey systems frequently exhibit the following characteristics:

        • Small Sample Size: Grey models might only work with a small number of observations (410 data points).

        • Not Enough Information: It's not always easy to find exact information on parameters.

        • Unclear Data: Data are sometimes shown as ranges instead than exact amounts.

        • Dynamic Systems: Grey systems can simulate real-world events that change over time.

      2. Grey Numbers

        A Grey Number is a number whose exact value is unknown but lies within a known interval.

        Mathematically it is written as,

        Where,

        Grey Number Lower bound

        Upper Bound, and it is most common type grey number which is called interval grey number. Besides this discrete grey number and continuous grey number are another type of grey numbers.

      3. Some Algebraic Operations of Grey Numbers

        be two grey nu

        and

        Let

        and

        lower bound and

        wh

        are upper bound.

        mbers define as ere are

        Addition of two grey number:

        =

        Subtraction of two grey number

        =

        Multiplication of two grey numbers:

        where

        Division of two grey numbers: where .

      4. Grey Transportation Problem

        A Grey Transportation Problem (GTP) is a form of transportation model that uses grey numbers instead of exact numbers to show costs, supplies, or needs. The goal is still the same as it was in the old transportation problem: The whole cost of transportation should be lower. But gray intervals are utilized to show what is in dispute. The mathematical model of grey transportation problem is stated below:

        Objective Function, Objective Function,

        Minimize Subject to,

        Supply constraints:

        Demand constraints: and Where notations represent,

        = Grey Transportation cost, = Grey Supply = = Grey Demand

        =Total transported unit.

        Tbale-1: Matrix of Grey Transportation Problem with mixed constraints

      5. Solution Procedure

    To solve a grey transportation problem, researchers usually convert grey numbers into crisp values. By reviewing various research papers, we find four notable methods. There are also some other methods that are not as widely accepted.

    1. Lower Limit Method (LLM) (Bai et al., 2004).

    2. Upper Limit Method (ULM) (Bai et al., 2004).

    3. Midpoint Method (MM) (Deng, 1988; Liu & Lin, 2010).

    4. Risk Coefficient Method (RCM) (Xu, G. et al. 1999).

    However, existing grey transportation methods exhibit several limitations we mentioned above. To overcome these limitations, this study proposes a ConfidenceWeighted Grey Transportation Method (CWGT) for solving grey transportation problems.

  3. Proposed Method: ConfidenceWeighted Grey Transportation Method (CWGT)

    Most grey transportation methods convert the grey number into a single value by using average, risk coefficient, forecasting. But this method ignores uncertainty intensity. But our new proposed idea uses uncertainty width of grey number to determine the cost weight. We define

    Interpretation:

    Large interval gives more uncertainty which shows smaller weight

    From small interval get reliable cost and the larger weight

    Then define the Confidence Weighted Cost:

    Meaning:

    This reliable data close to midpoint also uncertain data move towards pessimistic value. This creates a risk aware grey cost transformation.

      1. Now we construct the algorithm of proposed method (CWGT)

        Step-1: The primary transportation problem of the gray transportation problem that has been provided should be constructed.

        Step-2: Compute uncertainty width:

        Step-3: Using uncertainty width using subtraction from upper bound to lower bound, that is . Then determine

        weighted value as

        Step-4: Then compute weighted cost using the formula

        Which we define in previous section.

        Step-5: Solve transportation problem (least-cost method) to get optimal solution.

        Step-6: Finally, compute total cost: .

      2. Flow Chart of proposed method (CWGT)

    Fig. 1. Flow Chart of proposed method

  4. Numerical Example:

    Example 4.1: Consider balanced problem

    Grey Cost Matrix:

    Compute uncertainty width using difference between upper bound and lower bound . All intervals have width 2, so weighted value is Convert CWGT matrix:

    Using least cost method solve this Transportation problem we get:

    Finally, compute total cost:

    Example 4.2: Consider balanced problem

    Grey Cost Matrix:

    Using same procedure we get total cost:

    Example 4.3: Consider 3 balanced problem

    Grey Cost Matrix:

    Using same procedure we get total cost:

    Example 4.4: Consider 3 balanced problem

    Grey Cost Matrix:

    Using same procedure we get total cost:

    Example 4.5: Consider 3 unbalanced problem

    Grey Cost Matrix:

    (Unbalanced TP) Grey Cost Matrix:

    (Balanced TP)

    Example 4.6: Consider 3

    Using same procedure we get total cost:

    balanced problem

    [Pourofoghi et al. [36]] [supply demand also grey number]
  5. Result Analysis and Comparison of Methods

    The effectiveness of the proposed ConfidenceWeighted Grey Transportation Method (CWGT) was evaluated through five numerical examples and compared with four existing grey transportation approaches: the Lower Limit Method (LLM), Upper Limit Method (ULM), Midpoint Method (MM), and Risk Coefficient Method (RCM). The computational results obtained for these methods are summarized in Table 1 and represent it by using bar diagram in Fig 1.

    Table 1. Summarized computational results

    Example

    LLM

    ULM

    MM

    RCM

    CWGT

    4.1

    205

    305

    255

    265

    288.5

    4.2

    220

    355

    287.50

    301.0

    319.60

    4.3

    230

    350

    290

    302

    330.20

    4.4

    360

    510

    435

    450

    485.25

    4.5

    175

    265

    220

    229

    250.15

    4.6

    14

    706

    232

    306.32

    656.49

    Fig 2. Position of CWGT results

    The Lower Limit Method replaces each grey interval with its lower bound. As a result, the transportation model assumes the most optimistic scenario where all transportation routes operate at their minimum possible costs. From Table 1, the LLM consistently produces the smallest transportation cost values across all examples. For instance, in Example 4.2 the LLM result is 220, which is significantly lower than the other methods. However, this method has a major limitation. It ignores uncertainty entirely by assuming that the lowest possible cost will always occur. In real-world logistics systems, such assumptions are unrealistic because transportation costs are rarely guaranteed to remain at their lower bounds. Consequently, LLM may lead to overly optimistic solutions that underestimate the true transportation cost.

    In contrast, the Upper Limit Method replaces each grey interval with its upper bound. This represents the most pessimistic scenario in which transportation costs always occur at their maximum values. As shown in Table 1, the ULM consistently produces the largest transportation cost values among all methods. For example, in Example 4 the ULM result is 510, which is substantially higher than the results produced by the other methods. This method guarantees feasibility under worst-case conditions; it may lead to excessively conservative transportation plans. As a result, ULM tends to overestimate the required transportation cost, which may cause inefficient resource allocation.

    The Midpoint Method converts each grey interval into a deterministic value This method represents a neutral approach between optimistic and pessimistic scenarios. From Table 1, the midpoint results lie approximately in the center of the cost range. For instance, in Example 4.3 the midpoint result is 290, which lies between the LLM value of 230 and the ULM value of 350. However, the midpoint method treats all grey intervals equally, regardless of their width. This means that transportation routes with high uncertainty receive the same weight as routes with low uncertainty. Consequently, the midpoint method does not reflect the reliability of the available cost information.

    The Risk Coefficient Method introduces a parameter t that allows the decision-maker to control the level of pessimism in the cost transformation. In this study, t was used, representing a moderately conservative decision preference. As expected, the RCM results are slightly higher than the midpoint results in all examples. For example, in Example 4.2 the midpoint cost is 287.50, while the RCM cost increases to 301.00. t This method provides greater flexibility because decision-makers can adjust the parameter according to their risk tolerance. However, the same risk parameter is applied uniformly to all transportation routes. Therefore, RCM still ignores differences in uncertainty between routes.

    The proposed ConfidenceWeighted Grey Transportation Method (CWGT) introduces route-specific confidence weights based on the interval width of grey costs. Wider intervals correspond to higher uncertainty and therefore receive lower confidence weights. The computational results show that CWGT consistently produces transportation costs that are higher than those obtained using the midpoint and risk coefficient methods but lower than those obtained using the upper limit method which is clear from Fig 3. For example: Example 2 results: MM = 287.50 RCM = 301.00 CWGT =

    319.60 ULM = 355.00 This pattern indicates that the CWGT method penalizes highly uncertain transportation routes more strongly than traditional grey transformation methods. As a result, CWGT produces more conservative solutions that better reflect uncertainty in transportation costs. Furthermore, the CWGT results remain significantly lower than the upper bound solution, indicating that the method avoids excessive pessimism.

    Fig 3. Position of CWGT results

    Overall Comparison The numerical results reveal a clear ordering among the five methods:

    This ordering reflects increasing levels of conservatism in cost estimation. LLM provides the most optimistic cost estimates. ULM represents the worst-case scenario. MM represents a neutral estimate. RCM introduces moderate risk adjustment. CWGT incorporates uncertainty width to produce reliability-aware solutions. Because CWGT considers both the expected cost and the uncertainty associated with each route, it provides a balanced and realistic transportation solution.

    The experimental results demonstrate the following hierarchy of decision behavior:

    Optimistic

    Neutral

    Controlled risk

    Uncertainty-aware

    Worst case

    CWGT improves decision reliability because it

    considers interval width, penalizes high uncertainty routes, avoids unrealistic optimism, avoids excessive pessimism. Thus, CWGT provides a balanced transportation planning strategy under uncertainty.

  6. Conclusions

This research introduced a Confidence-Weighted Grey Transportation Method (CWGT) to address transportation issues characterized by interval grey costs. The proposed method involves uncertainty width through route-specific confidence weights, that's different from traditional grey transportation methods. This lets the method tell the difference between transportation routes that have a lot of uncertainty and those that

don't. The six numerical examples show that CWGT strikes a good balance between cost-effectiveness and reliability in the face of uncertainty. So, the suggested CWGT method is a dependable and useful tool for helping people make decisions about transportation planning when there is uncertainty, especially in logistics settings where transportation costs can change a lot. Subsequent research may expand this methodology to encompass multi-objective grey transportation challenges, extensive transportation networks, and a hybrid grey-fuzzy transportation model.

Availability of data and materials: The authors have confirmed that the data supporting the findings are available upon request from the corresponding author.

Ethical issues: Not applicable.

Conflicts of Interest: The authors of this paper assert that there are no conflicts of interest, regarding this study.

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