| Literature DB >> 35260789 |
Hui Hwang Goh1, Chunyu Li2, Dongdong Zhang2, Wei Dai2, Chee Shen Lim3, Tonni Agustiono Kurniawan4, Kai Chen Goh5.
Abstract
Solar energy is a critical component of the energy development strategy. The site selection for solar power plants has a significant impact on the cost of energy production. A favorable situation would result in significant cost savings and increased electricity generation efficiency. California is located in the southwest region of the United States of America and is blessed with an abundance of sunlight. In recent years, the state's economy and population have expanded quickly, resulting in an increased need for power. This study examines the south of California as a possibly well-suited site for the constructing large solar power plants to meet the local electricity needs. To begin, this article imposed some limits on the selection of three potential sites for constructing solar power plants (S1, S2, and S3). Then, a systematic approach for solar power plant site selection was presented, focusing on five major factors (economic, technological, social, geographical, and environmental). This is the first time that the choosing by advantages (CBA) method has been used to determine the optimal sites for solar power plant construction, with the possible sites ranked as S2 > S1 > S3. The results were then compared with traditional methods such as the multi-criteria decision-making method. The findings of this study suggest that the CBA method not only streamlines the solar power plant site selection process but also closely aligns with the objectives and desires of the investors.Entities:
Mesh:
Year: 2022 PMID: 35260789 PMCID: PMC8904629 DOI: 10.1038/s41598-022-08193-1
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.996
The advantages and limitations of several different decision-making methods[31,48,50,51].
| Category | Methods | Advantages | Limitations | |
|---|---|---|---|---|
| Distance methods | MARCOS | It considered the nonideal solution and ideal solution before the formation of the initial matrix | Its applicability in most areas is yet to be demonstrated | These methods compared the importance of the factors to determine their weights, ignoring the advantages of those factors |
| TOPSIS | It allows to interpret the absolute evaluation of certain site alternatives | Its Euclidean distance does focus on the correlation of the attributes | ||
| MAIRCA | It uses a simple algorithm | Its applicability to the optimal site selection of solar power plants has not been proven | ||
| VIKOR | It is based on the principle of compromise programming for multimode multiplexing systems | It needs initial weights | ||
| MABAC | The formula is very simple | The distance measurement is inadequate | ||
| Outranking methods | PROMETHEE | It does not require the criteria to be proportionate | It does not provide a clear framework for assigning the weights | |
| Lean thinking method | CBA | It considers the importance of factors' advantages rather than the importance of the factors themselves. Cost is considered as a separate factor | It requires a deep understanding of alternatives | |
Figure 1Solar power plant site selection framework.
Figure 2Map of the study area (this image was created by QGIS software V3.14.16-Pi, URL link: https://www.qgis.org/en/site/)[57].
CBA tabular method.
| Factors | Site | Attribute | Advantages | ||
|---|---|---|---|---|---|
| S1 | 18.75 years | It is the second shortest payback period | 78 | ||
| S2 | 80 | ||||
| S3 | 19.51 years | – | – | ||
| S1 | 55 | ||||
| S2 | 34.00 °C | It is the more suitable temperature | 52 | ||
| S3 | 40.70 °C | – | – | ||
| S1 | 10 | ||||
| S2 | It is a place with a diverse vegetation | – | – | ||
| S3 | 10 | ||||
| S1 | 10.20 mm | – | – | ||
| S2 | 9.75 mm | Less annual rainfall | 5 | ||
| S3 | 20 | ||||
| S1 | 39.60% | – | – | ||
| S2 | 37.80% | The second lowest value of the three sites | 5 | ||
| S3 | 15 | ||||
| S1 | 60 | ||||
| S2 | 15.53 km | It is closer to the substation | 45 | ||
| S3 | 16.39 km | – | – | ||
| S1 | 50 | ||||
| S2 | 12.46 km | – | – | ||
| S3 | 7.17 km | The location is relatively close to the road, which reduces the equipment’s transportation cost marginally | 30 | ||
| S1 | 100 | ||||
| S2 | 5.78 kW/m2/day | There is sufficient solar energy available to build a solar power plant | 90 | ||
| S3 | 5.71 kW/m2/day | – | – | ||
| S1 | The area is classified as a high desert and is zoned for construction | Solar power plants are more suited for construction land | 20 | ||
| S2 | The land is primarily used to build tourist amenities | – | – | ||
| S3 | 30 | ||||
| S1 | There are may has significant natural disasters and looming floods | – | – | ||
| S2 | There have been no significant natural catastrophes | The solar facility's life will be extended, and the project's development will be safer | 65 | ||
| S3 | 60 | ||||
| S1 | There is little demand for electricity in this area | – | – | ||
| S2 | This area's electricity is mostly used to support local tourism growth | This location has a certain demand for electricity | 70 | ||
| S3 | 85 | ||||
| S1 | 70 | ||||
| S2 | Building the solar power plant will help meet the tourism industry's electricity needs | Mainly promotes local tourism | 65 | ||
| S3 | Constructing a solar power plant can result in an increase in employment | – | – | ||
| S1 | Most individuals are opposed to solar power plant construction | – | – | ||
| S2 | The majority of people support the construction of solar power plants | It will significantly mitigate the impact of human variables | 35 | ||
| S3 | 45 | ||||
| S1 | Solar power plants may not be included in the development plan | – | – | ||
| S2 | Solar power plants are only a modest portion of the development plan | Slightly promotes local development | 65 | ||
| S3 | 75 | ||||
| S1 | 640.96/km2 | – | – | ||
| S2 | 40 | ||||
| S3 | 285.87/km2 | There is a small amount of available land space | 30 | ||
| Cost (million dollar): | S1: 3.96 | S2: 3.82 | S3: 2.98 | ||
| Total IofAs divided by 100: | S1: 4.43 | S2: 6.17 | S3: 4.00 | ||
| I/C (IofAs/cost) | S1: 1.119 | S2: 1.615 | S3: 1.342 | ||
Significant values are in bold.
Figure 3Steps in the CBA method[58].
Figure 4The score distribution of each factor’s advantage.
Figure 5(a) The ranking result of CBA method; (b) The final result of CBA method when the costs in S1 change.
Rules of transforming regular numbers into triangular fuzzy numbers[60].
| Linguistic scale for importance | Scale value | Triangular fuzzy numbers (TFN) |
|---|---|---|
| Absolutely more important (AMI) | 9 | (7,9,9) |
| Very strongly more important (VSMI) | 7 | (5.7.9) |
| Strongly more important (SMI) | 5 | (3,5,7) |
| Weakly more important (WMI) | 3 | (1,3,5) |
| Equally important (EI) | 1 | (0,0,1) |
| Weakly low important (WLI) | 1/3 | (1,1/3,1/5) |
| Strongly low important (SLI) | 1/5 | (1/3,1/5,1/7) |
| Very strongly low important (VSLI) | 1/7 | (1/5,1/7.1/9) |
| Absolutely low important (ALI) | 1/9 | (1/7,1/9,1/9) |
The weight of each criterion.
| Criteria | Weight ( |
|---|---|
| Payback period | 0.061 |
| Investment cost | 0.229 |
| Temperature | 0.028 |
| Visual impact | 0.021 |
| Rainfall | 0.010 |
| Humidity | 0.010 |
| Distance to roads | 0.083 |
| Solar irradiation potential | 0.144 |
| Distance to substations | 0.093 |
| Land type | 0.061 |
| Geological disaster | 0.075 |
| Policies | 0.062 |
| Social benefit | 0.045 |
| Public attitude | 0.030 |
| Local development planning | 0.028 |
| Population density | 0.020 |
The final ranking of the three methods.
| Site alternatives | Conventional MCDM methods | CBA method | ||||||
|---|---|---|---|---|---|---|---|---|
| TOPSIS | PROMETHEE | |||||||
| Closeness coefficients | Ranking | Net outranking flow | Ranking | IofAs | Cost (Million dollar) | I/C (IofAs divided by Cost) | Ranking | |
| S1 | 0.488 | 2 | 0.029 | 2 | 4.43 | 3.96 | 1.119 | 3 |
| S2 | 0.564 | 1 | 0.045 | 1 | 6.42 | 3.82 | 1.615 | 1 |
| S3 | 0.473 | 3 | − 0.073 | 3 | 4.00 | 2.98 | 1.342 | 2 |
The final ranking of the TOPSIS, PROMETHEE, and CBA methods (when all costs are the minimum or maximum cost of the site alternative).
| Site alternatives | TOPSIS | PROMETHEE | CBA method | |||||
|---|---|---|---|---|---|---|---|---|
| Closeness coefficients | Ranking | Net outranking flow | Ranking | IofAs | Cost (million dollar) | I/C (IofAs divided by Cost) | Ranking | |
| S1 | 0.489 | 2 | 0.033 | 2 | 4.43 | 2.98 | 1.119 | 2 |
| S2 | 0.566 | 1 | 0.047 | 1 | 6.17 | 2.98 | 1.558 | 1 |
| S3 | 0.474 | 3 | − 0.065 | 3 | 4.00 | 2.98 | 1.010 | 3 |
| S1 | 0.489 | 2 | 0.033 | 2 | 4.43 | 3.96 | 1.487 | 2 |
| S2 | 0.566 | 1 | 0.047 | 1 | 6.17 | 3.96 | 2.070 | 1 |
| S3 | 0.474 | 3 | − 0.065 | 3 | 4.00 | 3.96 | 1.342 | 3 |
Figure 6The final results for case 1 using the (a) CBA, (b) TOPSIS, and (c) PROMETHEE methods.
Figure 7The final results for case 2 using the (a) CBA, (b) TOPSIS, (c) PROMETHEE methods.
The values of IofAs for the different scenarios.
| (a) | (b) | (c) | (d) | (e) | |
|---|---|---|---|---|---|
| S1 (IofAs) | 4.290 | 4.360 | 4.430 | 4.500 | 4.570 |
| S2 (IofAs) | 5.620 | 5.895 | 6.170 | 6.445 | 6.720 |
| S3 (IofAs) | 3.530 | 3.765 | 4.000 | 4.235 | 4.470 |
| S1 (IofAs) | 4.010 | 4.365 | 4.430 | 4.495 | 4.560 |
| S2 (IofAs) | 5.900 | 6.108 | 6.170 | 6.232 | 6.294 |
| S3 (IofAs) | 3.940 | 3.955 | 4.000 | 4.045 | 4.090 |
| S1 (IofAs) | 4.274 | 4.352 | 4.430 | 4.508 | 4.586 |
| S2 (IofAs) | 6.010 | 6.090 | 6.170 | 6.250 | 6.330 |
| S3 (IofAs) | 4.000 | 4.000 | 4.000 | 4.000 | 4.000 |
| S1 (IofAs) | 4.010 | 4.220 | 4.430 | 4.640 | 4.850 |
| S2 (IofAs) | 5.900 | 6.035 | 6.170 | 6.305 | 6.440 |
| S3 (IofAs) | 3.940 | 3.970 | 4.000 | 4.030 | 4.060 |
| S1 (IofAs) | 4.390 | 4.410 | 4.430 | 4.450 | 4.470 |
| S2 (IofAs) | 6.040 | 6.105 | 6.170 | 6.235 | 6.300 |
| S3 (IofAs) | 3.820 | 3.910 | 4.000 | 4.090 | 4.180 |
The values of I/C and the final ranking results for the different scenarios.
| (a) | (b) | (c) | (d) | (e) | Rank | ||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| (a) | (b) | (c) | (d) | (e) | |||||||
| S1 (I/C) | 1.083 | 1.101 | 1.119 | 1.136 | 1.154 | S1 | 3 | 3 | 3 | 3 | 3 |
| S2 (I/C) | 1.471 | 1.543 | 1.615 | 1.687 | 1.759 | S2 | 1 | 1 | 1 | 1 | 1 |
| S3 (I/C) | 1.185 | 1.263 | 1.342 | 1.421 | 1.500 | S3 | 2 | 2 | 2 | 2 | 2 |
| S1 (I/C) | 1.013 | 1.102 | 1.119 | 1.135 | 1.152 | S1 | 3 | 3 | 3 | 3 | 3 |
| S2 (I/C) | 1.545 | 1.599 | 1.615 | 1.631 | 1.648 | S2 | 1 | 1 | 1 | 1 | 1 |
| S3 (I/C) | 1.322 | 1.327 | 1.342 | 1.357 | 1.372 | S3 | 2 | 2 | 2 | 2 | 2 |
| S1 (I/C) | 1.079 | 1.099 | 1.119 | 1.138 | 1.158 | S1 | 3 | 3 | 3 | 3 | 3 |
| S2 (I/C) | 1.573 | 1.594 | 1.615 | 1.636 | 1.657 | S2 | 1 | 1 | 1 | 1 | 1 |
| S3 (I/C) | 1.342 | 1.342 | 1.342 | 1.342 | 1.342 | S3 | 2 | 2 | 2 | 2 | 2 |
| S1 (I/C) | 1.013 | 1.066 | 1.119 | 1.172 | 1.225 | S1 | 3 | 3 | 3 | 3 | 3 |
| S2 (I/C) | 1.545 | 1.580 | 1.615 | 1.651 | 1.686 | S2 | 1 | 1 | 1 | 1 | 1 |
| S3 (I/C) | 1.322 | 1.332 | 1.342 | 1.352 | 1.362 | S3 | 2 | 2 | 2 | 2 | 2 |
| S1 (I/C) | 1.109 | 1.114 | 1.119 | 1.124 | 1.129 | S1 | 3 | 3 | 3 | 3 | 3 |
| S2 (I/C) | 1.581 | 1.598 | 1.615 | 1.632 | 1.649 | S2 | 1 | 1 | 1 | 1 | 1 |
| S3 (I/C) | 1.282 | 1.312 | 1.342 | 1.372 | 1.403 | S3 | 2 | 2 | 2 | 2 | 2 |
Figure 8The sensitivity analysis results for scenarios A to E.