| Literature DB >> 30734125 |
Marie-Claire Dusabe1,2, Torsten Wronski3, Guilherme Gomes-Silva4, Martin Plath4, Christian Albrecht1,5, Ann Apio6.
Abstract
Rwanda is a heavily overpopulated country that also suffers from overstocking with livestock, especially following the return of war refuges after the civil war (1991-1995). At present, approximately 20% of the human population in Nyagatare District in northeastern Rwanda has no access to clean drinking water and sanitation. We used a biotic index based on the presence of selected families of aquatic macroinvertebrates, derived from the "Tanzania River Scoring System" (TARISS), to assess water quality at N = 55 sites in the Mutara grasslands in Nyagatare District. Poor water quality became evident across most sampling sites both in the Muvumba (mean ± SE TARISS score 5.25 ± 0.10) and Karangazi Rivers (4.79 ± 0.12). Using a general linear model, we asked whether direct effects of land use forms and input of anthropogenic wastewater have an impact on water quality. Our results found no immediate effects of both forms of disturbance/pollution, probably because overall water quality was already poor. Our study is intended to serve as a starting point for continuous monitoring of water quality in the Mutara rangelands in NE Rwanda. The method applied here is cost-efficient, requires only basic equipment, and training local students to apply this technique can provide a solid basis for its implementation in future surveys related to public health.Entities:
Keywords: Akagera ecosystem; Macrozoobenthos; River pollution; Stream invertebrates; TARISS; Water safety
Mesh:
Substances:
Year: 2019 PMID: 30734125 PMCID: PMC6373534 DOI: 10.1007/s10661-019-7226-5
Source DB: PubMed Journal: Environ Monit Assess ISSN: 0167-6369 Impact factor: 2.513
Fig. 1Location of the Mutara grasslands in northeastern Rwanda (inlet) and courses of the Muvumba and Karangazi River systems within the Mutara grasslands. Map modified from Kindt et al. (2014) depicting current land use forms in the study area (gray: degraded grasslands, green/dark grays: escarpment with agriculture, blue/black: flood plains along the two river systems)
Mean, standard deviation (SD), minimum, and maximum of physico-chemical water parameters assessed at 55 sampling sites along two river systems in the Mutara rangelands
| Mean | SD | Max. | Min. | |
|---|---|---|---|---|
| pH | 7.32 | 0.99 | 10.14 | 6.18 |
| Temperature (°C) | 23.96 | 1.79 | 30.00 | 19.10 |
| Conductivity (μS cm−1) | 316.60 | 228.04 | 1400.00 | 56.41 |
| Oxygen content (DO [mg L−1]) | 2.34 | 0.42 | 2.99 | 1.36 |
| Water velocity (m/s) | 0.30 | 0.15 | 0.62 | 0.02 |
Results of a principal component analysis (PCA) on geo-physical, physico-chemical, and biotic predictor variables collected at all 55 sampling sites (63.01% cumulative variance explained)
| Variable | PC1 | PC2 | PC3 |
|---|---|---|---|
| Eigenvalue | 2.24 | 1.76 | 1.68 |
| Percent variance explained | 24.86 | 19.54 | 18.61 |
| Altitude (m) |
| 0.361 | 0.046 |
| Width (m) |
| 0.235 | 0.083 |
| Depth (m) | 0.448 | 0.418 | − 0.517 |
| Velocity (m s−1) | 0.229 | 0.445 |
|
| Temperature (°C) | 0.412 | − 0.240 | 0.563 |
| Oxygen (ppm) |
| − 0.018 | − 0.184 |
| pH | 0.043 |
| 0.203 |
| Conductivity (μS m−1) | 0.108 |
| 0.094 |
| Presence of macrophytes | − 0.021 | − 0.119 |
|
Principal components with an Eigenvalue > 1.0 were retained; axis loadings > 0.6 and < −0.6 are in italics
Fig. 2Average TARISS scores for the Muvumba and Karangazi River systems. Water quality classification follows Aquilina (2013), whereby light shading indicates “very poor” quality, moderate shading “poor” quality, and dark shading “moderate” water quality
Results of a GLM using our biological indicator of water quality (TARISS scores) as the dependent variable, three PCs reflecting environmental variation (Table 2) as covariates and two forms of human impact (presence or absence of wastewater influx, shore utilization) as well as “river” (two drainages: Muvumba and Karangazi) as fixed factors
| Factor |
|
|
| Wilks’ partial |
|---|---|---|---|---|
| Shore utilization | 2 | 0.70 | 0.50 | 0.03 |
| Pollution | 1 | 0.22 | 0.64 | 0.005 |
| River |
|
|
|
|
| PC1 | 1 | 0.11 | 0.74 | 0.002 |
| PC2 | 1 | 1.11 | 0.30 | 0.03 |
| PC3 | 1 | 0.006 | 0.94 | < 0.0001 |
| PC1 × PC2 |
|
|
|
|
| Shore utilization × PC1 | 2 | 2.91 | 0.07 | 0.12 |
| Error | 44 |
Significant effects are indicated by italics
Fig. 3Visualization of the interaction effect of PC1 × PC2 on TARISS scores (see Table 3). Decreasing TARISS scores with increasing values of PC1 (Table 2) become evident for the data with values of PC2 larger than the median (shaded square, dashed line; linear regression: R2 = 0.014), while slightly increasing TARISS scores with increasing values of PC1 are seen in case of the data with values of PC2 smaller than the median (bold rhomb, solid line; R2 = 0.056)