Submitted:
24 February 2025
Posted:
25 February 2025
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Abstract
Keywords:
1. Introduction
2. Materials and Methods
2.1. Case Study of Karachi City

| Water management structure evolution | Before colonialism | 1887 | 1941 | 1958-1997 | 1982 | 1998 | Present |
|---|---|---|---|---|---|---|---|
| Reliance on Groundwater | Very High and culturally integrated | High and technocratic, | High | High and undocumented | High and undocumented | High and undocumented | High and undocumented |
| landscape evolution | Gardens, Wells, ponds | Dumlottee wells ( | Haleji scheme | GKBWS Scheme | Hub | K2 | K4 |
| Capacity | Undocumented | 68191.35 m3/day | 90921.8 m3/day |
1272905.2 m3/day | 454609 m3/day | 454609 m3/day | 454609 m3/day |
| GW level | ![]() |
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| Urban landscape issues | Integrated | Colonial and exotic | Real estate focused | Immense pressure from migration | Increased Sprawl, slum developments, unplanned development | ||


2.2. Landscape-Based Groundwater Recharge



2.3. Methods- Mapping, Datasets, and Analysis

| Factor | Weights | Ranking criterion | Subcategory | Suitability rank | Overall weight |
|---|---|---|---|---|---|
| Geomorp hology |
29.6% | Composition and topography/permeability optimization Porosity and low gradient > coarse and high gradient |
Coastal zone | 4 | 118.4 |
| Pediment zone | 7 | 207.2 | |||
| Relief | 6 | 177.6 | |||
| Alluvial | 8 | 236.8 | |||
| Plateau | 5 | 148 | |||
| Rivers | 9 | 266.4 | |||
| LULC | 27% | Disposal of water | Urban fabric | 4 | 108 |
| Industrial/Commercial | 3 | 81 | |||
| Agriculture | 8 | 216 | |||
| Construction sites |
5 | 135 | |||
| Grassland/rangeland | 7 | 189 | |||
| Parks/artificial | 6 | 162 | |||
| Inland water | 9 | 243 | |||
| Geological formation | 18% | Structure formation Fragmented st. > consolidated st. |
Quaternary sedimentary rocks |
7 | 126 |
| Neogene sedimentary rocks | 6 | 108 | |||
| Waterbody | 8 | 144 | |||
| Paleogene sedimentary rocks | 6 | 108 | |||
| L.D. | 4.7% | Fractures and faults density High > low |
0–0.15 | 2 | 9.4 |
| 0.15–0.32 | 3 | 14.1 | |||
| 0.32–0.53 | 5 | 23.5 | |||
| 0.53–0.78 | 6 | 28.2 | |||
| 0.78–1.01 | 7 | 32.9 | |||
| Slope | 9.5% | Gradient Low > high |
0–12 | 7 | 66.5 |
| 12–24 | 6 | 57 | |||
| 24–36 | 5 | 47.5 | |||
| 36–48 | 4 | 38 | |||
| 48–60 | 2 | 19 | |||
| Soil | 1.8% | Degree of permeability Permeable > coarse |
Lithosols (sandy clay loam) |
5 | 9 |
| Calci Yermosols (sandy loam) | 6 | 10.8 | |||
| D.D. | 7% | Flow velocity Low > high |
0.0–0.17 | 8 | 56 |
| 0.17–0.35 | 7 | 49 | |||
| 0.35–0.52 | 6 | 42 | |||
| 0.52–0.70 | 5 | 35 | |||
| 0.70–0.87 | 3 | 21 | |||
| Rainfall | 2.4% | Frequency High > low |
143.25–159.24 | 3 | 7.2 |
| 159.24–177.84 | 4 | 9.6 | |||
| 177.84–197.67 | 5 | 12 | |||
| 197.67–218.31 | 7 | 16.8 | |||
| 218.31–240.33 | 8 | 19.2 |
3. Results
3.1. GWR Potential Mapping

3.1.1. Individual Landscape Layers
3.1.2. Landscape Composites

3.2. Landscape-Based GWR for Karachi-An Application Perspective

River Valleys

Rural Settlements

Kirthar Park



GWR Potential![]() |
Landscape type
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Built Area Type
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5. Discussion
5.1. Landscape-Based GWR as a Tool of Awareness
5.2. Landscape-Based GWR as a Way Towards Interdisciplinary Collaboration
5.3. Landscape-Based GWR as a Holistic Spatial Approach for Sustainable Regional Development
5.4. Learning from the Relevant Contexts and Developing Adaptable Strategies
5.5. Documentation and Quantitative Support to Enrich Landscape-Based GWR
6. Conclusion
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
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