MaxEnt-Based Evaluation of Cultivated Land Suitability in the Lijiang River Basin, China
Abstract
1. Introduction
2. Materials and Methods
2.1. Study Area
2.2. MaxEnt Model
2.3. Model Parameter Settings
2.4. Data Sources and Processing
2.4.1. Cultivated Land Data Sources and Processing
2.4.2. Data Sources and Processing of Restriction Factors
2.5. Restriction Factor Screening
2.6. Classification of Suitable Areas
3. Results
3.1. Analysis of Model Run Results
3.2. Distribution of Suitable Areas for Paddy Fields and Analysis of Major Restriction Factors
3.2.1. Distribution of Suitable Areas for Paddy Fields
3.2.2. The Main Restriction Factors for Suitability for Paddy Fields
- (1)
- Distance to villages. The response curve of the suitability of paddy fields for distance to villages is given in Figure 7a. As the distance to villages increases, the general suitability of paddy fields exhibits a constant declining trend. When the distance to villages is less than 0.83 km, the area is suitable for paddy fields (P > 0.5), with the most favorable distance to villages being 0.016 km (Pmax); when the distance to villages exceeds 2.45 km, the area is unsuitable for paddy fields (<0.2).
- (2)
- Slope. The response curve of slope for the suitability of paddy fields is given in Figure 7b. As the slope increases, the general suitability of paddy fields exhibits a declining trend. When the slope is less than 3.8°, the suitability of paddy fields is relatively high (P > 0.5), with the optimal slope being 0° (Pmax). When the slope is larger than 18.1°, the area is unsuitable for paddy fields (P < 0.2).
- (3)
- Surface gravel content. The response curve of surface gravel content for the suitability of paddy fields is shown in Figure 7c. As the surface gravel content increases, the suitability of paddy fields exhibits a constant declining trend. When the surface gravel content is less than 20.1%, the area is suitable for paddy fields (P > 0.5), with the ideal surface gravel content being 0.7% (Pmax). When the surface gravel content exceeds 29.7%, the area is unsuitable for paddy fields (P < 0.2).
- (4)
- Soil thickness. The response curve of soil thickness for the suitability of paddy fields is given in Figure 7d. As soil thickness increases, the suitability for paddy fields first increases and subsequently falls. When the soil thickness exceeds 101 cm, the area is suitable for paddy fields (P > 0.5), with the optimal soil thickness being 124 cm (Pmax). When the soil thickness is less than 92 cm, the area is unsuitable for paddy fields (P < 0.2).
- (5)
- Soil pH. The response curve of soil pH for the suitability of paddy fields is depicted in Figure 7e. As soil pH increases, the suitability of paddy fields first increases and then decreases. When the soil pH exceeds 5.7, the area is suitable for paddy fields (P > 0.5), with the most suitable soil pH being 6.5 (Pmax); when soil pH is less than 5.3, the area is unsuitable for paddy fields (P < 0.2).
- (6)
- Total phosphorus content. The response curve of total phosphorus content for the suitability of paddy fields is depicted in Figure 7f. As total phosphorus content increases, the suitability of paddy fields exhibits an upward trend. When the total phosphorus content is greater than 32.1 g/kg, the area is suitable for paddy fields (P > 0.5), with the optimal total phosphorus content being 37.4 g/kg (Pmax); when the total phosphorus content is less than 27.9 g/kg, the area is unsuitable for paddy fields (P < 0.2).
3.3. Distribution of Suitable Areas for Drylands and Analysis of Major Restriction Factors
3.3.1. Distribution of Suitable Areas for Drylands
3.3.2. The Main Restriction Factor for Suitability for Drylands
- (1)
- Soil thickness. The response curve of soil thickness for the suitability for dryland is shown in Figure 9a. As soil thickness increases, the overall suitability of dryland shows an upward trend. When soil thickness is greater than 97 cm, the area is relatively suitable for dryland (P > 0.5), with the optimal soil thickness being 110 cm (Pmax); when soil thickness is less than 85 cm, the land is unsuitable for dryland (P < 0.2).
- (2)
- Distance to roads. The response curve for distance to roads and suitability for dryland is illustrated in Figure 9b. With increasing distance to roads, the overall suitability for dryland shows a downward trend. When the distance to roads is less than 3.95 km, the area is relatively suitable for dryland (P > 0.5), with the optimal distance to roads being 0.1 km (Pmax). When the distance to roads exceeds 13.5 km, the area is unsuitable for dryland (P < 0.2).
- (3)
- Surface gravel content. The response curve of surface gravel content for the suitability for dryland is shown in Figure 9c. As the surface gravel content increases, the suitability for drylands exhibits a constant declining trend. When the surface gravel content is less than 23.5%, the area is suitable for drylands (P > 0.5), with the ideal surface gravel content being 17.7% (Pmax). When the surface gravel content exceeds 36.5%, the area is unsuitable for dryland (P < 0.2).
- (4)
- Elevation. The response curve of elevation for the suitability for dryland is shown in Figure 9d. With increasing elevation, the suitability for dryland shows a continuous downward trend. When the elevation is <286 m, the land is relatively suitable for dryland (P > 0.5), with the most suitable elevation being 155 m (Pmax); when the elevation is >683 m, the area is unsuitable for dryland (P < 0.2).
- (5)
- Soil pH. The response curve of soil pH for the suitability for dryland is depicted in Figure 9e. With increasing soil pH, the overall suitability for dryland shows a continuous upward trend. When the soil pH > 5.5, the soil is relatively suitable for dryland (P > 0.5), with the ideal soil pH being 6.8 (Pmax).
- (6)
- Soil texture. The soil texture in the LRB is primarily composed of six types: sandy loam, loam, silt loam, sandy clay loam, clay loam, silt clay loam, and clay. The response curves of soil texture for the suitability for dryland are illustrated in Figure 9f. The soil texture types ideal for dryland are silt loam, sandy clay loam, and clay loam (P > 0.5). With sandy clay loam being the most suitable (Pmax). The soil textures in the LRB are generally suitable for dryland (P > 0.2).
4. Discussion
5. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Data Type | Restriction Factor | Description | Data Source |
---|---|---|---|
Climate Data | AAP (mm) | Average annual precipitation | “National Tibetan Plateau Science Data Center” (http://data.tpdc.ac.cn) |
ASP (mm) | Average summer precipitation | ||
AWP (mm) | Average winter precipitation | ||
AAT (℃) | Average annual temperature | ||
AST (℃) | Average summer temperatures | ||
AWT (℃) | Average winter temperatures | ||
Topographic Data | Ele (m) | Elevation | “Geospatial Data Cloud” (https://www.gscloud.cn) |
Slope (°) | Slope | ||
SDir | Slope direction | ||
Soil Data | pH | Soil pH | “National Tibetan Plateau Science Data Center” (http://data.tpdc.ac.cn) |
SOC (g/kg) | Soil organic carbon content | ||
TN (g/kg) | Total nitrogen content | ||
TP (g/kg) | Total phosphorus content | ||
TK (g/kg) | Total potassium content | ||
CEC (cmol(+)/kg) | Cation exchange capacity | ||
CF (%) | Surface gravel content | ||
Thickness (cm) | Soil thickness | ||
Texcls | Soil texture | ||
Hydrological data | DRiv (km) | Distance to River | “Resource Environmental Science Data Registry and Publishing System” (http://www.resdc.cn/DOI) |
GLe (m) | Groundwater level | ||
Social conditions data | DRoa (km) | Distance to roads | “Resource Environmental Science Data Registry and Publishing System” (http://www.resdc.cn/DOI) |
DVil (km) | Distance to villages |
Restriction Factor of Paddy Field | Contribution Rate (%) | Restriction Factor of Dryland | Contribution Rate (%) |
---|---|---|---|
DVil | 32.9 | Thickness | 31.2 |
Slope | 22 | DRoa | 12.8 |
CF | 18.7 | CF | 10.1 |
Thickness | 6.6 | Ele | 7.7 |
pH | 3.9 | pH | 7.6 |
TP | 3.3 | Texcls | 5.8 |
ASP | 2.8 | DVil | 5.8 |
AWP | 1.5 | Slope | 4.7 |
AST | 1.5 | AAP | 4 |
TK | 1.4 | AWP | 2 |
GLe | 1.3 | CEC | 1.9 |
TN | 1 | SOC | 1.7 |
CEC | 1 | DRiv | 1.7 |
DRoa | 0.6 | SDir | 1.2 |
DRiv | 0.6 | TP | 1 |
SOC | 0.6 | TN | 0.8 |
Texcls | 0.3 |
Region | The High Suitable Area/km2 | The Medium Suitable Area/km2 | The Low Suitable Area/km2 | The Non-Suitable Area/km2 |
---|---|---|---|---|
Lipu City | 274.68 | 187.83 | 471.51 | 768.78 |
Yangshuo County | 257.67 | 240.57 | 509.13 | 424.08 |
Gongcheng Yao Autonomous County | 308.34 | 166.23 | 249.66 | 1335.51 |
Lingui District | 554.94 | 269.10 | 293.13 | 1097.28 |
Lingchuan County | 300.15 | 191.61 | 371.79 | 1423.80 |
Yanshan Distric | 129.60 | 49.05 | 68.13 | 55.35 |
Pingle County | 364.32 | 212.22 | 526.05 | 758.97 |
Diecai Distric | 26.64 | 9.18 | 9.00 | 5.58 |
Xing’an County | 265.68 | 145.17 | 249.84 | 1600.65 |
Xiufeng Distric | 9.36 | 9.27 | 19.25 | 6.39 |
Qixing Distric | 40.95 | 12.33 | 8.19 | 8.01 |
Xiangshan Distric | 32.49 | 26.37 | 25.29 | 5.67 |
Yongfu County | 310.23 | 151.65 | 386.28 | 1878.39 |
Aggregate | 2875.05 | 1670.58 | 3187.25 | 9368.46 |
Region | The High Suitable Area/km2 | The Medium Suitable Area/km2 | The Low Suitable Area/km2 | The Non-Suitable Area/km2 |
---|---|---|---|---|
Lipu City | 290.79 | 376.38 | 543.06 | 492.57 |
Yangshuo County | 317.34 | 368.28 | 488.88 | 256.95 |
Gongcheng Yao Autonomous County | 482.49 | 20.56 | 327.60 | 1044.09 |
Lingui District | 337.86 | 353.07 | 643.23 | 880.29 |
Lingchuan County | 332.82 | 316.71 | 740.07 | 897.75 |
Yanshan Distric | 86.67 | 77.22 | 109.89 | 28.35 |
Pingle County | 703.89 | 361.80 | 388.35 | 407.52 |
Diecai Distric | 14.40 | 13.14 | 17.01 | 5.76 |
Xing’an County | 533.88 | 220.50 | 585.36 | 921.60 |
Xiufeng Distric | 11.88 | 14.58 | 14.94 | 2.97 |
Qixing Distric | 27.90 | 17.10 | 17.46 | 7.02 |
Xiangshan Distric | 26.55 | 27.36 | 30.15 | 5.76 |
Yongfu County | 115.83 | 94.23 | 630.27 | 1886.22 |
Aggregate | 3282.30 | 2260.93 | 4536.27 | 6836.85 |
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Lin, Y.; Li, W.; Cai, X.; Wang, M.; Xie, W.; Lu, Y. MaxEnt-Based Evaluation of Cultivated Land Suitability in the Lijiang River Basin, China. Sustainability 2025, 17, 5875. https://doi.org/10.3390/su17135875
Lin Y, Li W, Cai X, Wang M, Xie W, Lu Y. MaxEnt-Based Evaluation of Cultivated Land Suitability in the Lijiang River Basin, China. Sustainability. 2025; 17(13):5875. https://doi.org/10.3390/su17135875
Chicago/Turabian StyleLin, Yu, Wei Li, Xiangwen Cai, Min Wang, Wencui Xie, and Yinglan Lu. 2025. "MaxEnt-Based Evaluation of Cultivated Land Suitability in the Lijiang River Basin, China" Sustainability 17, no. 13: 5875. https://doi.org/10.3390/su17135875
APA StyleLin, Y., Li, W., Cai, X., Wang, M., Xie, W., & Lu, Y. (2025). MaxEnt-Based Evaluation of Cultivated Land Suitability in the Lijiang River Basin, China. Sustainability, 17(13), 5875. https://doi.org/10.3390/su17135875