| Literature DB >> 32190789 |
Omar I Abdul-Aziz1,2, Shakil Ahmed1,2.
Abstract
A systematic data analytics was employed to determine the relative linkages of stream water quality and environmental health with the land use and hydrologic drivers in the coastal-urban watersheds of southeast Florida. Power law-based partial least squares regression models were developed to reliably estimate the linkages by appropriately resolving multicollinearity (Nash-Sutcliffe efficiency = 0.72-0.95). The analytics indicated Everglades as the external and the largest source of total nitrogen (TN) in the coastal-urban streams for both wet (June-October) and dry (November-May) seasons. The "external driver" exhibited 1.5-2 times stronger control on stream TN than that of the watershed "land use," "hydrology," and the "upstream reach" contributions. In contrast, Everglades appeared to be a minor source of in-stream total phosphorus (TP), which was predominantly controlled by the internal watershed processes. TP was most strongly linked with the upstream reach concentrations and watershed land uses in the wet and dry seasons, respectively. Despite the predominantly built-up fraction (74%) of the study area, agricultural land was the most substantial watershed source of in-stream nutrients. The linkages of algal biomass (Chl a) with the drivers indicated TP as the limiting nutrient. Stream dissolved oxygen was most strongly influenced by the adjacent groundwater depth and watershed land uses, respectively, in the wet and dry seasons. The estimated relative linkages and insights would be useful to identify the management targets and priorities to achieve healthy coastal-urban stream ecosystems in southeast Florida and around the world. ©2017. The Authors.Entities:
Keywords: Florida; coastal‐urban streams; data analytics; hydrology; land uses; water quality
Year: 2017 PMID: 32190789 PMCID: PMC7067215 DOI: 10.1002/2017GH000058
Source DB: PubMed Journal: Geohealth ISSN: 2471-1403
Figure 1Study area, the major canals, and the location of the water quality monitoring stations. The inset showing the state of Florida is not on scale.
Summary of the Stream Water Quality/Environmental Health Indicators and Their Land Use/Hydrologic Driversa
| Variables | Mean | Standard Deviation | Coefficient of Variation | Minimum | 25th Percentile | 50th Percentile | 75th Percentile | Maximum |
|---|---|---|---|---|---|---|---|---|
|
| 47.49 | 43.08 | 0.91 | 4.47 | 9.91 | 36.06 | 86.31 | 150.66 |
|
| 2.17 | 0.35 | 0.16 | 1.64 | 1.88 | 2.21 | 2.43 | 2.91 |
|
| 37.15 | 10.16 | 0.27 | 19.00 | 28.63 | 36.33 | 45.55 | 52.67 |
|
| 9.04 | 5.18 | 0.57 | 1.40 | 5.47 | 8.67 | 12.62 | 21.01 |
| BUL (%) | 74.3 | 14.5 | 0.20 | 39.3 | 64.9 | 79.8 | 85.6 | 92.2 |
| OPN (%) | 11.2 | 8.1 | 0.73 | 2.0 | 4.6 | 9.5 | 16.1 | 30.1 |
| AGR (%) | 2.53 | 3.47 | 1.37 | 0.02 | 0.25 | 1.32 | 3.61 | 13.51 |
| VEG (%) | 3.76 | 4.10 | 1.09 | 0.10 | 0.72 | 2.51 | 5.37 | 12.72 |
| WAT (%) | 8.25 | 4.68 | 0.57 | 3.48 | 5.07 | 7.72 | 9.74 | 23.42 |
|
| ||||||||
| TN (mg/L) | 1.24 | 0.32 | 0.26 | 0.61 | 0.95 | 1.31 | 1.45 | 1.77 |
| TP (mg/L) | 0.05 | 0.03 | 0.62 | 0.02 | 0.02 | 0.04 | 0.05 | 0.11 |
| Chl | 7.81 | 4.64 | 0.59 | 1.84 | 5.12 | 6.49 | 8.86 | 23.13 |
| DO (mg/L) | 4.10 | 0.94 | 0.23 | 1.61 | 3.36 | 4.43 | 4.76 | 5.67 |
| GWD (m) | 1.84 | 0.69 | 0.37 | 0.79 | 1.39 | 1.56 | 2.45 | 3.11 |
|
| ||||||||
| TN (mg/L) | 1.13 | 0.37 | 0.32 | 0.51 | 0.78 | 1.23 | 1.46 | 1.63 |
| TP (mg/L) | 0.04 | 0.03 | 0.60 | 0.02 | 0.02 | 0.04 | 0.05 | 0.11 |
| Chl | 5.93 | 5.37 | 0.91 | 1.62 | 2.79 | 4.05 | 6.23 | 22.66 |
| DO (mg/L) | 5.97 | 1.06 | 0.18 | 3.34 | 5.75 | 6.13 | 6.44 | 8.67 |
| GWD (m) | 2.00 | 0.72 | 0.36 | 0.77 | 1.56 | 1.71 | 2.52 | 3.42 |
Notes: A, S, I, D , BUL, OPN, AGR, VEG, WAT, and GWD, respectively, refer to subwatershed area, slope, imperviousness, distance from coast, built‐up land, open land, agricultural land, vegetated land, waterbody, and groundwater depth.
Figure 2The data analytics framework to determine the relative linkages of stream water quality and environmental health indicators with their drivers.
Pearson Correlation Coefficients (r) Between Stream Water Quality/Environmental Health Indicators and Their Driversa
| TN | TP | Chl | DO | |||||
|---|---|---|---|---|---|---|---|---|
| Drivers | Wet | Dry | Wet | Dry | Wet | Dry | Wet | Dry |
|
| 0.27 | 0.37 |
| −0.43 | −0.22 | − | −0.15 | −0.40 |
|
| 0.37 | 0.32 | −0.31 | −0.33 | −0.09 |
| −0.15 | 0.23 |
|
|
|
| 0.15 | 0.32 | −0.11 | 0.18 |
|
|
|
|
|
| −0.40 | −0.39 | 0.22 | 0.12 |
| −0.06 |
| BUL |
|
| 0.12 | 0.25 | −0.09 | 0.21 |
|
|
| OPN |
|
| −0.34 |
| −0.27 |
| −0.41 | −0.24 |
| AGR | 0.17 | 0.11 |
|
|
| 0.36 |
|
|
| VEG | 0.22 | 0.09 | 0.22 | 0.05 | 0.15 | −0.08 | −0.16 |
|
| WAT |
| 0.40 | −0.32 | −0.30 | 0.00 | −0.10 | −0.24 | −0.20 |
| GWD | −0.02 | −0.04 | −0.11 | −0.17 | 0.01 | −0.10 |
| 0.37 |
|
|
|
|
|
|
| 0.45 |
| 0.21 |
Notes: (1) Data for all variables were log10‐transformed to incorporate any nonlinear correspondences. (2) Bold indicates significant correlations at the 95% confidence level (P values < 0.05). (3) A, S, I, D , BUL, OPN, AGR, VEG, WAT, GWD, and C IN, respectively, refer to subwatershed area, slope, imperviousness, distance from coast, built‐up land, open land, agricultural land, vegetated land, waterbody, groundwater depth, and inlet concentrations.
Figure 3Biplots from principal component (PC) analysis, showing the relative orientations of the stream water quality/environmental health indicators and their drivers in wet season. Percent variance explained by each PC is shown in parenthesis.
Figure 4Biplots from principal component (PC) analysis, showing the relative orientations of the stream water quality/environmental health indicators and their drivers in dry season. Percent variance explained by each PC is shown in parenthesis.
Major Latent Factors With Their Optimized Loadings on the Participatory Variablesa
| Indicators |
|
|
|
|
| BUL | OPN | AGR | VEG | WAT | GWD |
|
| |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| TN |
| 1 | 0.005 | 0.18 |
|
|
| 0.41 | 0.06 | 0.02 |
| −0.06 | 0.24 |
|
| 2 |
| 0.03 |
| 0.15 |
|
| 0.02 | 0.31 | 0.13 | 0.12 | 0.45 | 0.17 | ||
| 3 | −0.01 | −0.17 | −0.28 | 0.00 |
| 0.01 |
|
| 0.27 |
| 0.02 | 0.01 | ||
| 4 | 0.18 |
| −0.24 | 0.03 | −0.18 | 0.20 | −0.09 | 0.43 | 0.45 | 0.01 |
| 0.38 | ||
|
| 1 | 0.05 | 0.12 |
|
|
| 0.45 | 0.01 | −0.03 |
| −0.06 | 0.38 |
| |
| 2 |
| 0.05 |
| 0.08 |
|
| 0.02 | 0.33 | 0.05 | 0.01 | 0.30 | 0.29 | ||
| 3 | 0.03 | −0.16 | −0.38 | 0.08 |
| 0.17 |
|
| 0.42 |
| 0.13 | −0.09 | ||
| 4 | 0.14 |
| −0.27 | 0.13 | −0.15 | 0.14 | −0.10 | 0.26 | 0.43 | 0.11 |
| 0.32 | ||
| TP |
| 1 |
| 0.11 |
|
|
|
| 0.18 | 0.49 |
| 0.00 | −0.32 | −0.09 |
| 2 | −0.01 | −0.07 | 0.08 | −0.36 | 0.16 | −0.23 | 0.22 | 0.25 | −0.30 | 0.01 |
|
| ||
| 3 | −0.10 | −0.06 | −0.12 | 0.02 | −0.35 | −0.12 |
| 0.22 | 0.14 |
| −0.03 | 0.30 | ||
| 4 | 0.08 |
| −0.11 | 0.10 | 0.01 | 0.06 | −0.11 | 0.14 | 0.18 | −0.27 | 0.16 | −0.23 | ||
|
| 1 | 0.10 | 0.23 |
|
|
|
| 0.18 | 0.29 |
| −0.17 | −0.48 | −0.20 | |
| 2 |
| 0.11 |
| 0.02 | −0.48 |
| 0.09 | 0.38 | 0.03 | 0.01 | −0.14 | −0.26 | ||
| 3 | −0.17 | −0.23 | 0.03 | −0.21 | 0.04 |
|
| 0.18 | −0.18 | −0.16 |
|
| ||
| 4 | −0.02 | 0.28 | 0.14 | 0.08 | 0.49 | −0.08 |
| −0.37 | −0.21 | 0.47 | 0.08 | −0.13 | ||
| Chl |
| 1 |
| 0.13 |
| 0.28 |
|
| 0.10 | 0.43 | 0.23 | 0.03 | 0.05 | −0.13 |
| 2 | −0.07 | −0.09 | −0.09 | 0.07 | −0.04 | −0.23 | 0.38 | 0.18 | −0.08 | 0.14 |
|
| ||
| 3 | −0.10 | 0.13 | −0.45 |
| −0.35 | 0.28 | −0.05 | −0.19 | 0.34 | −0.09 |
| 0.19 | ||
| 4 | −0.05 | 0.20 | −0.33 | 0.26 | −0.40 | 0.18 | 0.18 | 0.46 |
| 0.11 | −0.29 | 0.05 | ||
| 5 | 0.09 | 0.12 | 0.16 | 0.00 | 0.39 | 0.07 |
| −0.35 | −0.01 |
| 0.14 | −0.15 | ||
|
| 1 | 0.21 | 0.21 |
|
|
|
| 0.11 | 0.30 |
| −0.13 |
| −0.01 | |
| 2 |
| 0.15 | −0.49 | 0.01 | −0.35 |
| 0.03 | 0.30 | −0.08 | 0.06 | −0.13 | −0.39 | ||
| 3 | 0.04 | −0.25 | −0.19 | −0.09 | −0.47 | −0.03 |
| 0.46 | 0.09 |
| 0.07 | 0.18 | ||
| 4 | −0.26 | 0.05 | 0.02 | 0.16 | 0.18 | −0.33 | 0.24 | −0.05 | −0.16 | −0.02 | 0.46 |
| ||
| DO |
| 1 | 0.07 | 0.10 |
|
|
|
| 0.14 | 0.13 |
| 0.05 | −0.48 |
|
| 2 |
| 0.07 |
| 0.09 |
|
| 0.02 | 0.22 | 0.00 | 0.10 | −0.23 | −0.16 | ||
| 3 | 0.05 | −0.07 | 0.16 | −0.08 | 0.31 | 0.00 |
| −0.14 | 0.12 |
| 0.42 |
| ||
| 4 | 0.16 | 0.07 | −0.27 | −0.08 |
| 0.02 | 0.28 |
| 0.38 | −0.16 | 0.30 | 0.06 | ||
| 5 | 0.08 |
| −0.08 | 0.11 | 0.06 | 0.07 | −0.24 | 0.06 | 0.17 | −0.17 |
| −0.04 | ||
|
| 1 |
| 0.29 |
| 0.16 |
|
| −0.10 | 0.25 | 0.15 | −0.05 |
| −0.20 | |
| 2 | 0.03 | 0.20 |
|
|
| 0.44 | 0.10 | 0.16 |
| −0.03 | −0.22 | −0.08 | ||
| 3 | −0.25 | 0.35 | 0.36 | 0.05 | 0.45 | −0.05 |
|
| −0.14 | 0.22 | −0.03 |
| ||
| 4 | 0.12 | −0.28 | 0.07 | −0.06 | 0.20 | 0.06 | −0.43 | −0.16 | 0.08 |
| 0.41 | 0.14 |
Notes: (1) Bold values indicate variables having moderate to high loadings on factors (F); F1‐5 refer to five independent factors. (2) A, S, I, D , BUL, OPN, AGR, VEG, WAT, GWD, and C IN and C OUT, respectively, refer to subwatershed area, slope, imperviousness, distance from coast, built‐up land, open land, agricultural land, vegetated land, waterbody, groundwater depth, and inlet and outlet concentrations.
Figure 5Plot of cross‐validated (a) normalized AIC and (b) Nash‐Sutcliffe efficiency (NSE) with the number of incorporated partial least squares components for both wet and dry seasons.
PLSR Model Coefficients (β) of the Standardized Variables in Both Wet and Dry Seasonsa
| TN | TP | Chl | DO | |||||
|---|---|---|---|---|---|---|---|---|
| Predictor Variables | Wet | Dry | Wet | Dry | Wet | Dry | Wet | Dry |
|
| −0.07 | 0.12 | −0.12 | −0.24 | −0.29 | −0.35 | 0.09 | −0.13 |
|
| 0.20 | 0.10 | −0.25 | −0.25 | −0.01 | 0.08 | 0.01 | 0.25 |
|
| −0.18 | −0.29 | −0.21 | −0.14 | −0.16 | −0.27 | 0.13 | 0.14 |
|
| 0.60 | 0.73 | 0.06 | −0.04 | 0.45 | 0.47 | −0.22 | 0.13 |
| BUL | 0.08 | 0.14 | 0.02 | 0.00 | −0.06 | 0.19 | 0.18 | 0.19 |
| OPN | −0.08 | −0.01 | −0.13 | −0.24 | −0.31 | −0.31 | −0.04 | 0.04 |
| AGR | 0.35 | 0.23 | 0.44 | 0.48 | 0.36 | 0.48 | −0.22 | −0.37 |
| VEG | −0.09 | −0.11 | 0.20 | 0.10 | 0.10 | 0.06 | 0.07 | −0.35 |
| WAT | −0.04 | −0.42 | −0.10 | 0.02 | 0.03 | −0.22 | 0.07 | 0.03 |
| GWD | 0.12 | 0.16 | 0.28 | 0.20 | 0.23 | 0.25 | 0.36 | 0.15 |
|
| 0.32 | 0.34 | 0.79 | 0.47 | 0.68 | 0.35 | 0.21 | −0.05 |
|
| ||||||||
| PLS components | 3 | 4 | 4 | 3 | 2 | 4 | 2 | 2 |
| NSE | 0.75 | 0.89 | 0.95 | 0.81 | 0.85 | 0.72 | 0.74 | 0.81 |
| RSR | 0.49 | 0.33 | 0.22 | 0.43 | 0.37 | 0.51 | 0.50 | 0.43 |
|
| ||||||||
|
| 0.38 | 0.51 | 0.51 | 0.55 | 0.49 | 0.64 | 0.30 | 0.55 |
|
| 0.30 | 0.37 | 0.45 | 0.42 | 0.41 | 0.52 | 0.39 | 0.34 |
|
| 0.60 | 0.73 | 0.06 | 0.04 | 0.45 | 0.47 | 0.22 | 0.13 |
|
| 0.32 | 0.34 | 0.79 | 0.47 | 0.68 | 0.35 | 0.21 | 0.05 |
Notes: (1) A, S, I, D , BUL, OPN, AGR, VEG, WAT, GWD, and C IN, respectively, refer to subwatershed area, slope, imperviousness, distance from coast, built‐up land, open land, agricultural land, vegetated land, waterbody, groundwater depth, and inlet concentrations. (2) The aggregated relative linkages of the watershed “land use” ( ), “hydrology” (), “upstream reach” ( ), and the “external driver” () components were calculated, respectively, by using equations (1)–(4).