Research Article
Sponge City Planning and Information System Development Based on Geographic Information Fuzzy Processing
Table 2
Applicable topographic feature index evaluation and comparison criteria for sponge facilities.
| Sponge facility | Location characteristics | Natural terrain conditions | Soil condition | Groundwater characteristics | Topography | Nature of catchment | Space requirement | Land use type | Pollution load intensity | Soil type | The highest underground water level is from the bottom of the facility (m) | Confluence gradient (%) | Catchment area (ha) | Impermeability (%) | Area (ha) |
| Permeable sponge facilities “seepage” | Permeable paving | R/B/G/S | Low | A-B | >0.61 | 1–3 | <1 | >0 | — | Sunken green space | R/S/B/G | In | A-B | >0.61 | 1–5 | >4 | >0 | In | Biological retention facility | R/S/B/G | In | A-B | >1.22 | 1–5 | <4 | >0 | In | Infiltration pond | R/S/B/G | In | A-B | >3 | <15 | 1–4 | >0 | Big | Seepage well | R/S/B/G | Low | A-B | >0.61 | <10 | <1 | >0 | Small |
| Adjustment category sponge facilities “stay” | Regulating pond | R/G | Low | A-D | >1 | <10 | >6 | >0 | Big |
| Adjustment category sponge facilities “stay” | Regulation pool | R/S/B/G/M | Low | A-D | >1 | — | — | >0 | Small |
| Storage type sponge facilities “fan, use” | Wet pond | R/G | High | A-D | >1.22 | <10 | >6 | 0–80 | Big | Rain wetland | R/G | High | B-D | >1.22 | 4–15 | >10 | 0–80 | Big | Reservoir | R/S/B/G | Low | A-D | | — | — | >0 | Small | Rainwater irrigation | R/B | Low | — | — | — | — | — | Small |
| Purification category sponge facility “clean” | Green roof | R/B/M | In | — | — | <4 | — | — | — | Vegetation buffer zone | R/S/B/G/M | High | A-D | >0.61 | 2–6 | >4 | >0 | In | Initial rainwater abandonment facility | R/B/M | High | — | — | — | — | — | Small | Artificial soil | R/B/M | In | A-D | >0.61 | <10 | <2 | 0–50 | Small |
| Transfer type sponge facility “row” | Zhicaogou | R/S/B/G | In | A-D | >0.61 | 0.5–5 | <2 | >0 | In | Seepage pipe/drain | R/G | Low | A-B | >1.22 | — | <2 | >0 | In |
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