Multi-Criteria Decision Making Using TOPSIS Method Under Fuzzy Environment. Application in Spillway Selection ^†

Abstract

The selection of an appropriate spillway has a significant effect to the construction of a dam and several procedures and considerations are needed. In the past, this selection of the type of the spillway was arbitrary and sometimes with bad results. Recently the Multiple Criteria Decision Making theory has given the possibility to make a decision about the optimum form of a spillway under complex circumstances. In this paper, the above method is used and especially the TOPSIS (Technique for Order Preference by Similarity to Ideal Solution) method for the selection of a spillway for a dam in the district of Kilkis in Northern Greece—‘Dam Pigi’. As the criteria were fuzzy and uncertain, the Fuzzy TOPSIS method is introduced together with the AHP (Analytic Hierarchy Process), which is used for the evaluation of criteria and weights. Five types of spillways were selected as alternatives and nine criteria. The criteria are expressed as triangular fuzzy numbers in order to formulate the problem. Finally, using the Fuzzy TOPSIS method, the alternatives were ranked and the optimum type of spillway was obtained.

1. Introduction

The optimal type of a spillway is one of the most complex issues in water management including fuzziness due to the existence of qualitative criteria and the uncertainty in evaluating them. Every spillway presents some advantages and disadvantages, technical, financial, environmental etc. which set a group of constraints. Therefore a comparative evaluation is needed to reach a scientific and sufficiently justified solution.

Multiple criteria decision-making (MCDM) is considered as a sophisticated decision-making tool involving both quantitative and qualitative factors. In recent years, several MCDM techniques and approaches have been suggested in order to choose the probable optimal options. An extension to the fuzzy multiple criteria decision making (MCDM) model is suggested in this work, where the ratings of alternatives versus criteria, and the importance weights of all criteria, are assessed in linguistic values represented by fuzzy numbers.

Specifically, an extension of the TOPSIS method in a fuzzy environment is adopted. Many researchers have developed the model of similarity to ideal solution to the fuzzy environment and have utilized it in various fields. Chen [1] expanded the TOPSIS method for decision-making problems to the fuzzy environment. According to this theory, the attributes are expressed in TFNs (Triangular Fuzzy Numbers), the normalization method is linear and vertex method is proposed for the calculation of the distance measurements for the final ranking. In parallel, a second normalization technique is utilized from the article of Jahanshahloo et al. [2].

This paper is one of the first applications of the fuzzy TOPSIS method in solving water management or hydraulic problems.

2. Methods

2.1. TOPSIS (Technique for Order Preference by Similarity to Ideal Solution)

The TOPSIS method was first developed in 1981 by Yoon and Hwang [3]. Its basic concept is that the chosen alternative should have the shortest distance from the ideal solution and the farthest from the negative-ideal solution (Figure 1) [3,4].

According to Chen’s approach [1], the procedure of fuzzy TOPSIS is similar to the classic one and can be expressed in a series of steps:

• Construct the normalized decision matrix.

In the fuzzy environment, in order to avoid the complicated normalization formula used in classical TOPSIS, simpler formulas are used to transform the various criteria scales into a comparable scale.

• The linear scale transformation [1] is:

$${\tilde{\mathrm{r}}}_{\mathrm{ij}}=\left(\frac{{\mathrm{a}}_{\mathrm{ij}}}{{\mathrm{c}}_{\mathrm{j}}^{*}},\frac{{\mathrm{b}}_{\mathrm{ij}}}{{\mathrm{c}}_{\mathrm{j}}^{*}},\frac{{\mathrm{c}}_{\mathrm{ij}}}{{\mathrm{c}}_{\mathrm{j}}^{*}}\right),{\mathrm{c}}_{\mathrm{j}}^{*}=\underset{\mathrm{i}}{\max }{\mathrm{c}}_{\mathrm{i}\mathrm{j}}$$

(1)

• Jahanshahloo et al. formula [2] is:

$${\tilde{\mathrm{r}}}_{\mathrm{ij}}=\left(\frac{{\mathrm{a}}_{\mathrm{ij}}^{}}{\sqrt{{\displaystyle \sum _{\mathrm{i}=1}^{\mathrm{n}}\left({{(\mathrm{a}}_{\mathrm{ij}}^{})}^2+{{(\mathrm{c}}_{\mathrm{ij}}^{})}^2\right)}}},\frac{{\mathrm{b}}_{\mathrm{ij}}^{}}{\sqrt{{\displaystyle \sum _{\mathrm{i}=1}^{\mathrm{n}}{2\mathrm{b}}_{\mathrm{ij}}^{}}}},\frac{{\mathrm{c}}_{\mathrm{ij}}^{}}{\sqrt{{\displaystyle \sum _{\mathrm{i}=1}^{\mathrm{n}}\left({{(\mathrm{a}}_{\mathrm{ij}}^{})}^2+{{(\mathrm{c}}_{\mathrm{ij}}^{})}^2\right)}}}\right)$$

(2)

where ${\tilde{\mathrm{x}}}_{\mathrm{i}\mathrm{j}}=\left({\mathrm{a}}_{\mathrm{i}\mathrm{j}},{\mathrm{b}}_{\mathrm{i}\mathrm{j}},{\mathrm{c}}_{\mathrm{i}\mathrm{j}}\right)$ are the elements of the decision matrix.

2.

Construct the weighted normalized decision matrix.

$${\tilde{\mathsf{\nu }}}_{\mathrm{ij}}={\tilde{\mathrm{w}}}_{\mathrm{j}}\cdot {\tilde{\mathrm{r}}}_{\mathrm{ij}},\mathrm{j}=1,2,\dots \mathrm{m},\mathrm{i}=1,2,\dots \mathrm{n}$$

(3)

3.

Determine the fuzzy ideal and fuzzy negative-ideal solutions.

$${\mathrm{A}}^{+}={\{\tilde{\mathsf{\nu }}}_1^{+},{\tilde{\mathsf{\nu }}}_2^{+},...{\tilde{\mathsf{\nu }}}_{\mathrm{m}}^{+}\}$$

(4)

$${\mathrm{A}}^{-}={\{\tilde{\mathsf{\nu }}}_1^{-},{\tilde{\mathsf{\nu }}}_2^{-},...{\tilde{\mathsf{\nu }}}_{\mathrm{m}}^{-}\}$$

(5)

where ${\tilde{\mathsf{\nu }}}_{\mathrm{j}}^{+}$ = (1,1,1) and ${\tilde{\mathsf{\nu }}}_{\mathrm{j}}^{-}$ = (0,0,0), j = 1, 2, … m.

4.

Calculate the separation measure:

• Ideal separation

$${\mathrm{S}}_{\mathrm{i}}^{+}={\displaystyle \sum _{\mathrm{j}=1}^{\mathrm{m}}{\mathrm{s}(\tilde{\mathsf{\nu }}}_{\mathrm{ij}},{\tilde{\mathsf{\nu }}}_{\mathrm{j}}^{+})}\mathrm{i}=1,2,\dots \mathrm{n}$$

(6)

• Negative-ideal separation

$${\mathrm{S}}_{\mathrm{i}}^{-}={\displaystyle \sum _{\mathrm{j}=1}^{\mathrm{m}}{\mathrm{s}(\tilde{\mathsf{\nu }}}_{\mathrm{ij}},{\tilde{\mathsf{\nu }}}_{\mathrm{j}}^{-})}\mathrm{i}=1,2,\dots \mathrm{n}$$

(7)

where ${\mathrm{s}(\tilde{\mathsf{\nu }}}_{\mathrm{ij}},{\tilde{\mathsf{\nu }}}_{\mathrm{j}}^{+})$ and ${\mathrm{s}(\tilde{\mathsf{\nu }}}_{\mathrm{ij}},{\tilde{\mathsf{\nu }}}_{\mathrm{j}}^{-})$ are distance measurements calculated with the vertex method:

$$\mathrm{d}({\tilde{\mathrm{x}}}_{\mathrm{ij}},{\tilde{\mathrm{y}}}_{\mathrm{ij}})=\sqrt{\frac{1}{3}\left[{\left({\mathrm{x}}_{\mathrm{ij}}^1-{\mathrm{y}}_{\mathrm{ij}}^1\right)}^2+{\left({\mathrm{x}}_{\mathrm{ij}}^2-{\mathrm{y}}_{\mathrm{ij}}^2\right)}^2+{\left({\mathrm{x}}_{\mathrm{ij}}^3-{\mathrm{y}}_{\mathrm{ij}}^3\right)}^2\right]}$$

(8)

$${\tilde{\mathrm{x}}}_{\mathrm{ij}}=\left({\mathrm{x}}_{\mathrm{ij}}^1{,\mathrm{x}}_{\mathrm{ij}}^2{,\mathrm{x}}_{\mathrm{ij}}^3\right),{\tilde{\mathrm{y}}}_{\mathrm{ij}}=\left({\mathrm{y}}_{\mathrm{ij}}^1{,\mathrm{y}}_{\mathrm{ij}}^2{,\mathrm{y}}_{\mathrm{ij}}^3\right)$$

5.

Calculate the relative closeness to the Ideal Solution.

$${\mathrm{c}}_{\mathrm{i}}^{*}=\frac{{\mathrm{S}}_{\mathrm{i}}^{-}}{{(\mathrm{S}}_{\mathrm{i}}^{+}+{\mathrm{S}}_{\mathrm{i}}^{-})},0<{\mathrm{c}}_{\mathrm{i}}^{*}<1,\mathrm{i}=1,2,\dots ,\mathrm{n}$$

(9)

${\mathrm{c}}_{\mathrm{i}}^{*}$ = 1   if   Ai = A⁺

${\mathrm{c}}_{\mathrm{i}}^{*}$ = 0   if   Ai = A⁻

6.

Rank the preference order.

A set of alternatives can now be preference ranked according to the descending order of ${\mathrm{c}}_{\mathrm{i}}^{*}$ [3,4].

The method presupposes that [3,4]:

• Each criterion in the decision matrix takes either monotonically increasing or monotonically decreasing utility.
• A decision matrix of n alternatives and m criteria and a set of weights for the criteria are required.
• Any outcome which is expressed in a non-numerical way should be quantified through the appropriate scaling technique.

2.2. AHP (Analytic Hierarchy Process)

The analytic hierarchy process (AHP) [5] is based on decomposing a complex MCDM problem into a system of hierarchies. There is a fundamental 1–9 scale of absolute numbers shown in

Table 1. Fundamental Scale of Absolute Numbers.

Intensity of Importance	Definition	Explanation
1	Equal Importance	Two activities contribute equally to the objective
3	Moderate importance	Experience and judgment slightly favor one activity over another
5	Strong importance	Experience and judgment strongly favor one activity over another
7	Very strong or demonstrated importance	An activity is favored very strongly over another; its dominance demonstrated in practice
9	Extreme importance	The evidence favoring one activity over another is of the highest possible order of affirmation
Reciprocals of above	If activity i has one of the above nonzero numbers assigned to it when compared with activity j, then j has the reciprocal value when compared with i	A logical assumption
Intensities of 2, 4, 6 and 8 can be used to express intermediate values.

, in order to design the hierarchy.

When we use judgment to estimate dominance in making comparisons, and in particular when the criterion of the comparisons is intangible, instead of using two numbers w_i and w_j from a scale (rather than interpreting the significance of their ratio w_i/w_j) we assign a single number drawn from the fundamental 1–9 scale of absolute numbers shown in Table 1 to represent the ratio (w_i/w_j)/1. It is the nearest integer approximation to the ratio w_i/w_j. The derived scale will reveal what the w_i and w_j are. This is a central fact about the relative measurement approach and the need for a fundamental scale.

2.3. Linguistic Variables

The extension of the TOPSIS method in the fuzzy environment can be achieved by expressing the weights of the criteria and the ratings as linguistic variables. A linguistic variable is a variable whose values are linguistic terms. The concept of linguistic variable is very useful in dealing with situations which are too complex or too ill-defined to be reasonably described in conventional quantitative expressions [6]. According to Chen, the linguistic variables can be expressed in positive triangular fuzzy numbers as shown in

Table 2. Linguistic variables for the importance weight of each criterion.

Very low (VL)	(0.1, 0, 0)
Low (L)	(0.3, 0.1, 0.1)
Medium low (ML)	(0.5, 0.3, 0.3)
Medium (M)	(0.7 ,0.5, 0.5)
Medium high (MH)	(0.9, 0.7, 0.7)
High (H)	(1, 0.9, 0.9)
Very high (VH)	(1, 1, 1)

and

Table 3. Linguistic variables for the ratings.

Very poor (VP)	(1, 0, 0)
Poor (P)	(3, 1, 1)
Medium poor (MP)	(5, 3, 3)
Fair (F)	(7, 5, 5)
Medium good (MG)	(9, 7, 7)
Good (G)	(10, 9, 9)
Very good (VG)	(10, 10, 10)

[1].

3. Illustrative application

3.1. General Information

The dam which was chosen for this application is “Pigi Dam” on the “Kotza-Dere” river and it is located in the north of Greece. The dam is considered as a large dam and was constructed in 1999. It is a rockfill dam constructed for irrigation. There are five alternative types of the spillway, based on their technical efficiency for the dam which was selected; (a) X1 = ogee or overfall spillway, (b) X2 = shaft or morning glory spillway, (c) X3 = side channel spillway, (d) X4 = siphon spillway and (e) X5 = gated spillway.

3.2. Criteria

The main criteria were determined using extensive library studies and experts’ opinion. The institutes that were found to give special recommendations for the selection of the type of the spillway are the Indian Standards Institute [7] and U.S. Bureau of Reclamation [8]. Finally, nine criteria have been chosen: (a) C¹ = construction costs, (b) C² = maintenance costs, (c) C³ = foundation, (d) C⁴ = reservoir capacity, (e) C⁵ = static/construction difficulty, (f) C⁶ = discharge capacity, (g) C⁷ = physical space, (h) C⁸ = conveyance feature (costs and construction difficulty) and (i) C⁹ = aesthetic.

Firstly, the decision maker constructs the pair-wise comparison matrix of the criteria (

Table 4. Comparison matrix of the weights.

	C1	C2	C3	C4	C5	C6	C7	C8	C9
C1	1	1	4	4	4	5	7	3	9
C2	1	1	4	4	4	5	7	3	9
C3	0.25	0.25	1	0.2	1	4	6	0.25	6
C4	0.25	0.25	5	1	5	6	5	0.25	7
C5	0.25	0.25	1	0.2	1	5	5	0.25	6
C6	0.20	0.20	0.25	0.17	0.20	1	3	0.2	4
C7	0.14	0.14	0.17	0.20	0.20	0.33	1	0.14	5
C8	0.33	0.33	4	4	4	5	7	1	8
C9	0.11	0.11	0.17	0.14	0.17	0.25	0.20	0.13	1

). Since the consistency ratio (C.R.) is less than 0.1 or close, the judgments are acceptable. Finally, in order to calculate the weights of the criteria, according to Saaty, the eigenvector is calculated (

Table 5. Eigenvector—Criteria’s weights.

C1	C2	C3	C4	C5	C6	C7	C8	C9
0.235	0.235	0.074	0.133	0.075	0.039	0.029	0.164	0.015

). In Figure 2 the column chart, whose values derive from Table 5, shows the weights’ comparison across the criteria.

Subsequently, fuzziness is introduced to the process so as to confront the uncertainties of judgments or calculations of the previous step. The decision maker in

Table 6. Linguistic and fuzzy weights.

C1	C2	C3	C4	C5	C6	C7	C8	C9
VH	VH	ML	M	ML	L	L	MH	L
(0.9, 1, 1)	(0.9, 1, 1)	(0.1, 0.3, 0.5)	(0.3, 0.5, 0.7)	(0.1, 0.3, 0.5)	(0, 0.1, 0.3)	(0, 0.1, 0.3)	(0.5, 0.7, 0.9)	(0, 0.1, 0.3)

reconstructs Table 5 using linguistic variables and corresponds them to the TFNs proposed by Chen in Table 2 and Table 3.

3.3. Decision Matrix

Initially, the alternatives are compared with pair-wise comparisons for each criterion. The eigenvectors, which are calculated for each criterion, form the columns of the decision matrix (

Table 7. Decision matrix after AHP evaluation.

	C1	C2	C3	C4	C5	C6	C7	C8	C9
X1	0.22	0.50	0.29	0.08	0.36	0.06	0.13	0.11	0.28
X2	0.47	0.13	0.06	0.08	0.04	0.52	0.34	0.04	0.52
X3	0.22	0.26	0.06	0.08	0.08	0.06	0.13	0.28	0.06
X4	0.05	0.07	0.29	0.08	0.16	0.28	0.34	0.28	0.06
X5	0.03	0.03	0.29	0.67	0.36	0.06	0.06	0.28	0.06

). The process of determining the decision matrix expressed in linguistic terms (

Table 8. Decision matrix in linguistic terms.

	C1	C2	C3	C4	C5	C6	C7	C8	C9
X1	F	VG	VG	P	VG	P	MP	F	F
X2	VG	MP	P	P	P	VG	VG	P	VG
X3	F	F	P	P	MP	P	MP	VG	P
X4	P	P	VG	P	F	F	VG	VG	P
X5	P	P	VG	VG	VG	P	MP	VG	P

) and the fuzzy decision matrix (

Table 9. Fuzzy decision matrix.

	C1	C2	C3	C4	C5	C6	C7	C8	C10
Χ1	(3, 5, 7)	(9, 10, 10)	(9, 10, 10)	(0, 1, 3)	(9, 10, 10)	(0, 1, 3)	(1, 3, 5)	(3, 5, 7)	(3, 5, 7)
Χ2	(9, 10, 10)	(1, 3, 5)	(0, 1, 3)	(0, 1, 3)	(0, 1, 3)	(9, 10, 10)	(9, 10, 10)	(0, 1, 3)	(9, 10, 10)
Χ3	(3, 5, 7)	(3, 5, 7)	(0, 1, 3)	(0, 1, 3)	(1, 3, 5)	(0, 1, 3)	(1, 3, 5)	(9, 10, 10)	(0, 1, 3)
Χ4	(0, 1, 3)	(0, 1, 3)	(9, 10, 10)	(0, 1, 3)	(3, 5, 7)	(3, 5, 7)	(9, 10, 10)	(9, 10, 10)	(0, 1, 3)
Χ5	(0, 1, 3)	(0, 1, 3)	(9, 10, 10)	(9, 10, 10)	(9, 10, 10)	(0, 1, 3)	(1, 3, 5)	(9, 10, 10)	(0, 1, 3)

) is similar to determining the matrix of fuzzy weights, described above.

3.4. Results

The optimal type of spillway is obtained by completing the TOPSIS’ calculations (Equations (1)–(9)). For the calculations needed, two programs were utilized in Visual Fortran [9]. The ranking with the two normalization approaches are:

• The linear scale transformation [1]:

X₁(0.313) > X₅(0.261) > X₃(0.246) > X₂(0.243) > X₄(0.224)

X₁ = ogee spillway > X₅ = gated spillway > X₃ = side channel spillway > X₂ = shaft spillway > X₄ = siphon spillway

• Jahanshahloo et al. formula [2]:

X₁(0.171) > X₂(0.139) > X₅(0.137) > X₃(0.130) > X₄(0.111)

X₁ = ogee spillway > X₂ = shaft spillway > X₅ = gated spillway > X₃ = side channel spillway > X₄ = siphon spillway.

In Figure 3, the charts present the results of calculating the separation measures, S_i⁺ and S_i⁻ (Equations (6) and (7)) with each of the two approaches.

4. Discussion and Conclusions

This paper presents the first application of the combination of the proposed MCDM methods with fuzzy logic to solve the problem of selecting the optimal type of a spillway.

Although a spillway is a significant structure, little guidelines can be found for this selection. As a result, in most cases, the selection derives from a techno-economic feasibility and analysis. Our investigation proves that the result should take into consideration more parameters than technical feasibility and low construction costs. X₂ (shaft or morning glory spillway) spillway has the highest evaluation for C¹ (construction costs) criterion (Table 8), which means that it is the most cost-efficient alternative. Nevertheless, in the presented approaches, X₂ would be the fourth or the second choice out of the five depending on the normalization technique.

Although the two approaches do not lead to the same ranking, the optimal choice is Χ₁, the ogee spillway and the worst is X₄, the siphon spillway. The difference in ranking could be justified as the values of the relative closeness for the alternatives Χ₂, X₃ and X₅ are very close to the second approach and no clear order could be obtained.

It is also notable that the separation measures, ideal and negative-ideal separations, have the same ranking as the final one of the relative closeness.

Finally, it is suggested that engineering problems involving decision making be dealt with MCDM methods and fuzzy logic. The aforementioned process, with either approach, could also be implemented in various multi-criteria engineering problems.