Structural-Functional Suitability Assessment of Yangtze River Waterfront in the Yichang Section: A Three-Zone Spatial and POI-Based Approach
Abstract
1. Introduction
2. Theoretical Framework
2.1. Shoreline Suitability from the Human–Land Relationship Perspective
2.2. Multifunctional Compression of Shoreline Space
2.3. Constraint–Suitability Logic and Indicator Mapping
3. Materials and Methods
3.1. Study Area
3.2. Data Sources
3.3. Methods
3.3.1. Dividing Dominant Functions of Shorelines Based on Three-Zone Space
3.3.2. Refining Shoreline Functions by Integrating POI Data
3.3.3. Indicator Standardization and Weight Assignment
4. Results
4.1. Classification of Shoreline Dominant Functions Based on “Three-Zone Space”
4.2. Refinement of Shoreline Functions Based on POI Data Integration
4.3. Comprehensive Evaluation Results of Shoreline Utilization Suitability
5. Discussion
5.1. Functional Zoning of Shorelines Based on the “Three-Zone Space” Classification
5.2. Enhanced Identification of Shoreline Functions Through POI Data Integration
5.3. Decision Value and Practical Implications of the Suitability Evaluation
5.3.1. Spatial Patterns and the Significance of Weight Allocation
5.3.2. The Agriculture-Suitability Mismatch: Unpacking Systemic Inertia
5.4. Differentiated Management Strategies
- (1)
- For high-suitability units with concentrated urban/port functions, these areas represent zones of alignment between high development potential and current intensive use. Management should focus on qualitative intensification and ecological modernization within this high-potential envelope, rather than spatial expansion. First, implementing smart logistics to reduce congestion and pollution, and mandating shoreline ecological restoration projects within port boundaries to mitigate local environmental impacts. Second, strategic urban waterfront regeneration. Rejuvenating underutilized or obsolete urban shoreline parcels (identified through fine-grained POI analysis) for mixed-use development that integrates public access, green space, and climate-adaptive design, thereby enhancing value without spatial expansion.
- (2)
- For low-suitability, high-constraint units. Characterized by an accumulation of ecological sensitivities and high geohazard risks, policy must enforce absolute protection and proactive risk governance. First, enforcing ecological red lines with monitoring. Legally formalizing the boundaries of low-suitability ecological zones (as per evaluation results) and establishing real-time geohazard monitoring and early-warning systems. Furthermore, developing compensated stewardship programs. Creating payment for ecosystem services (PES) schemes or other fiscal mechanisms to support communities in these areas for maintaining protective land uses, rather than high-risk economic activities.
- (3)
- For agricultural production shorelines with moderate-low suitability. Management must address the systemic inertia revealed by the spatial mismatch. Strategy should pivot from supporting general production to facilitating a structured, risk-informed transition. First, implementing differentiated agricultural zoning. Subdividing agricultural zones based on micro-scale suitability scores to promote climate-resilient and precision agriculture in stable areas, while guiding the conversion of highest-risk marginal farmland (e.g., units with very low scores in flood-prone areas) to constructed wetlands or riparian buffers, supported by targeted ecological compensation. Moreover, fostering alternative livelihoods. Supporting the development of agri-ecology, eco-tourism, or non-farm industries in communities within mismatch zones to reduce dependency on vulnerable agricultural systems.
- (4)
- For tourism and recreation shorelines within ecological settings, given their symbiotic yet potentially impactful relationship with ecological conservation areas, management must ensure that tourism development remains within the ecological carrying capacity. First, implementing carrying capacity-based management. Setting and enforcing strict visitor caps for scenic nodes within ecological shorelines to prevent ecosystem damage. In addition, promoting community-integrated ecotourism. Developing tourism models where local communities are the primary beneficiaries and custodians, ensuring economic incentives are aligned with long-term conservation of the landscape and cultural heritage.
5.5. Research Limitations and Future Directions
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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| Criterion Layer | Attribute | Indicator Layer | Data Source | |
|---|---|---|---|---|
| A1 Importance of Ecological Protection | A11 | + | Proportion of Ecological Shoreline | Calculated based on the length of Ecological Conservation shorelines |
| A12 | + | Mean Vegetation Coverage (NDVI) | Calculated from MOD13A3 data | |
| A13 | + | Elevation Variation Coefficient | Calculated from DEM data | |
| B1 Suitability for Production Development | B11 | + | Nighttime Light Intensity | Calculated from PCNL (Pontaneous Composite Nighttime Light) data (https://zenodo.org/records/10989889) (accessed on 1 August 2025) |
| B12 | + | Proportion of Port and Harbor Shoreline | Calculated based on the length of Port and Harbor shorelines | |
| B13 | + | Factory POI Density | Calculated from POI data | |
| B14 | + | Transportation Accessibility | Calculated from OSM data (https://www.openstreetmap.org) (accessed on 1 August 2025) | |
| B15 | + | Shoreline Curvature | Calculated from shoreline geometry | |
| C1 Suitability for Construction Development | C11 | + | Proportion of Urban Leisure Shoreline | Calculated based on the length of Tourism and Recreation shorelines and Urban Development shorelines |
| C12 | + | Population Aggregation Degree | Calculated from GHS-POP data (https://ghsl.jrc.ec.europa.eu/download.php?ds=pop) (accessed on 1 August 2025) | |
| C13 | + | Urban POI Density | Calculated from POI data | |
| C14 | + | GDP per Capita | Calculated from regional statistical yearbook data | |
| C15 | − | Mean Slope | Calculated from DEM data | |
| D1 Constraint of Disaster Risk | D11 | − | Weighted Geohazard Risk Index | Calculated from geohazard point data (www.gisrs.cn) (accessed on 1 August 2025) |
| Bank Lines | Agricultural | Ecological | Urban | Total | Proportion |
|---|---|---|---|---|---|
| Upstream north banks of TGD | 58.58 | 65.88 | 2.37 | 126.83 | 0.46:0.52:0.02 |
| Upstream south banks of TGD | 32.18 | 59.66 | 10.65 | 102.49 | 0.31:0.58:0.11 |
| Downstream north banks of TGD | 89.24 | 32.61 | 53.78 | 175.62 | 0.51:0.18:0.31 |
| Downstream south banks of TGD | 91.82 | 36.76 | 14.24 | 142.82 | 0.64:0.26:0.10 |
| Shorelines | Ecological Conservation Shorelines | Port and Harbor Shorelines | Tourism and Recreation Shorelines | Urban Development Shorelines | Agricultural Production Shorelines |
|---|---|---|---|---|---|
| Upstream north banks of TGD | 65.43 (51.59%) | 1.50 (1.19%) | 0.87 (0.68%) | 2.16 (1.71%) | 56.86 (44.83%) |
| Upstream south banks of TGD | 57.96 (56.56%) | 1.90 (1.86%) | 3.01 (2.94%) | 8.72 (8.51%)) | 30.89 (30.14%) |
| Downstream north banks of TGD | 29.45 (16.77%) | 5.53 (3.15%) | 12.00 (6.83%) | 43.00 (24.48%) | 85.64 (48.76%) |
| Downstream south banks of TGD | 33.07 (23.16%) | 3.49 (2.44%) | 6.71 (4.70%) | 11.67 (8.18%) | 87.84 (61.52%) |
| Criterion | AHP Weight | Indicator | Entropy Weight | Combined Weight |
|---|---|---|---|---|
| A1 | 0.380 | A11 | 0.067 | 0.191 |
| A12 | 0.017 | 0.049 | ||
| A13 | 0.024 | 0.069 | ||
| B1 | 0.141 | B11 | 0.041 | 0.044 |
| B12 | 0.057 | 0.061 | ||
| B13 | 0.076 | 0.081 | ||
| B14 | 0.066 | 0.070 | ||
| B15 | 0.122 | 0.130 | ||
| C1 | 0.063 | C11 | 0.086 | 0.041 |
| C12 | 0.157 | 0.075 | ||
| C13 | 0.181 | 0.086 | ||
| C14 | 0.055 | 0.026 | ||
| C15 | 0.031 | 0.015 | ||
| D1 | 0.416 | D11 | 0.019 | 0.061 |
| Shorelines | A1 | B1 | C1 | Comprehensive | Ranking | |
|---|---|---|---|---|---|---|
| X1 | Dianjun District Upstream to Gezhouba Dam Shoreline | 0.271 | 0.013 | 0.006 | 0.350 | 7 |
| X2 | Gezhouba Dam to Dianjun District Downstream Shoreline | 0.111 | 0.060 | 0.024 | 0.249 | 12 |
| X3 | Gezhouba Dam to Xiling District Downstream Shoreline | 0.008 | 0.186 | 0.222 | 0.477 | 1 |
| X4 | Three Gorges Dam to Yiling District North Bank Downstream Shoreline | 0.287 | 0.056 | 0.016 | 0.404 | 5 |
| X5 | Wujiagang District Shoreline Segment | 0.024 | 0.205 | 0.166 | 0.456 | 2 |
| X6 | Xiling District Upstream to Gezhouba Dam Shoreline | 0.125 | 0.105 | 0.037 | 0.319 | 9 |
| X7 | Xiaoting District Shoreline Segment | 0.130 | 0.157 | 0.064 | 0.413 | 4 |
| X8 | Yiling District South Bank Shoreline | 0.298 | 0.057 | 0.015 | 0.426 | 3 |
| X9 | Yiling District Upstream to Three Gorges Dam North Bank Shoreline | 0.194 | 0.145 | 0.016 | 0.390 | 6 |
| X10 | Yidu City Section Shoreline | 0.051 | 0.163 | 0.049 | 0.320 | 8 |
| X11 | Zhijiang City North Bank Section Shoreline | 0.079 | 0.074 | 0.031 | 0.246 | 13 |
| X12 | Zhijiang City South Bank Section Shoreline | 0.027 | 0.022 | 0.028 | 0.138 | 15 |
| X13 | Zigui County Upstream Section North Bank Shoreline | 0.189 | 0.043 | 0.002 | 0.236 | 14 |
| X14 | Zigui County Upstream Section South Bank Shoreline | 0.214 | 0.040 | 0.007 | 0.261 | 11 |
| X15 | Zigui County Downstream Section South Bank Shoreline | 0.171 | 0.078 | 0.014 | 0.297 | 10 |
| Grade | Grade Characteristics |
|---|---|
| I | Poor |
| II | Fair |
| III | Moderate |
| IV | Good |
| V | Excellent |
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Li, X.; Qiu, F.; Li, K.; Jia, Y.; Xia, J.; Aishanjian, J. Structural-Functional Suitability Assessment of Yangtze River Waterfront in the Yichang Section: A Three-Zone Spatial and POI-Based Approach. Land 2026, 15, 91. https://doi.org/10.3390/land15010091
Li X, Qiu F, Li K, Jia Y, Xia J, Aishanjian J. Structural-Functional Suitability Assessment of Yangtze River Waterfront in the Yichang Section: A Three-Zone Spatial and POI-Based Approach. Land. 2026; 15(1):91. https://doi.org/10.3390/land15010091
Chicago/Turabian StyleLi, Xiaofen, Fan Qiu, Kai Li, Yichen Jia, Junnan Xia, and Jiawuhaier Aishanjian. 2026. "Structural-Functional Suitability Assessment of Yangtze River Waterfront in the Yichang Section: A Three-Zone Spatial and POI-Based Approach" Land 15, no. 1: 91. https://doi.org/10.3390/land15010091
APA StyleLi, X., Qiu, F., Li, K., Jia, Y., Xia, J., & Aishanjian, J. (2026). Structural-Functional Suitability Assessment of Yangtze River Waterfront in the Yichang Section: A Three-Zone Spatial and POI-Based Approach. Land, 15(1), 91. https://doi.org/10.3390/land15010091

