Transdisciplinarity Enabled
Covariate Identifier | Description | Data source | Processing methods |
---|---|---|---|
RAINMEAN | Community average annual rainfall (mm/year) | Isohyetal maps of mean annual rainfall in Trinidad from 1961–1990, 1991, 1999, 2000, 2001 and 2002 (Trinidad & Tobago Meteorological Office). | 1. Isohyetal maps georectified and digitized to produce vector lines of equal mean annual rainfall. |
2. Vector lines were interpolated onto a raster grid using a natural neighbor method and the statistical mean across years was then calculated using a weighted average. | |||
3. Mean annual total rainfall for each community was then extracted (Figure 4a). | |||
SOILFREE, SOILIMPD | Proportion of soil with free (SOILFREE) or imperfect/impeded (SOILIMPD) drainage in each community (% area) | Trinidad 1:25,000 soils vector polygon map and the land capability survey of Trinidad & Tobago (Brown & Bally 1970a; Brown & Bally 1970b. | 1. Codes of dominant soils in the island were extracted from the soils map and, from these, soil and drainage type were identified (free draining, imperfect/impeded drainage). |
2. Soils data were then intersected with communities and the percentage area coverage of free-drainage (Figure 4b) and imperfect/ impeded-drainage (Figure 4c) soils for each community was calculated. | |||
RIVRDENS | Average river density by community (m/ha) | 1:25,000 vector line data of rivers in Trinidad. | 1. Using vector overlay, river vectors were split at the community borders and assigned community codes. |
2. The vector length of each river segment was calculated and the total length of the segments was summarized by community. | |||
3. Finally, the river drainage density for each community (average river length per hectare) was calculated by dividing the total river length in each community by the community area (Figure 4d). | |||
WETINDEX | Average wetness index by community, In (α/tan S0) | Raster Digital Elevation Model (DEM) derived from photogrammetry and processed to remove topographic “sinks”. | 1. Upslope flow accumulation (α) and local topographic slope (S0) in degrees were calculated in GIS. |
2. Wetness index was then derived for each pixel using a map algebra calculation of In (α/tan S0). | |||
3. The average topographic wetness index for each community was then extracted (Figure 4e). |