Submitted:
21 June 2024
Posted:
24 June 2024
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Abstract
Keywords:
1. Introduction
2. Methodology
2.1. Study Area
2.2. Stream Surveys
2.3. Data Analyses
3. Results
3.1. Spring Distribution and Influence
3.2. Diversity
3.3. CPUE and Trout Abundance Estimates
3.4. Trout Condition
3.5. Modeling
4. Discussion
4.1. Major Findings
4.2. Conceptual Framework and Implications
5. Conclusions
Acknowledgments
Ethics approval - Compliance with ethical standards
Author Contributions
Funding
Conflicts of Interest
References
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| Springs | Testing | |||||||
| Fork | x̄ | Q | n | X2 | DF | P | ||
| North | 9.2 (3.04) | 459 | 26 | |||||
| Middle | 9.6 (3.10) | 3,978 | 30 | 9.3 | 2 | 0.05* | ||
| South | 9 (3.00) | 1,854 | 19 | |||||
| Section | ||||||||
| NF- HW | 9.9 | 28 | 1 | |||||
| NF- MS | 1 | 41.1 | 2 | < 0.0001** | ||||
| NF- LS | 9.2 | 431 | 24 | |||||
| MF- HW | 8.9 | 184 | 3 | |||||
| MF- MS | 12.6 | 305 | 7 | 15.8 | 2 | < 0.0001** | ||
| MF- LS | 8.7 | 3489 | 20 | |||||
| SF- HW | 9.1 | |||||||
| SF- MS | 1 | 32.5 | 2 | < 0.0001** | ||||
| SF- LS | 9 | 1854 | 18 | |||||
| Coefficient | Estimate | Std. Error | T | P |
| Middle Fork | 0.486 | 0.064 | 7.55 | 3.9e-10*** |
| North Fork | 0.151 | 0.077 | 1.96 | 0.05 |
| South Fork | 0.283 | 0.081 | 3.51 | 0.001*** |
| River.km | -0.001 | 0.002 | -0.499 | 0.62 |
| Model | R2 | DF | F | P |
| lm | 0.16 | 3 and 57 | 4.72 | 0.005 |
| Fork | x̄ | F | P |
| NF- HW | 0.49 (0.35) | ||
| NF- MS | 0.67 (0.05) | 1.52 | 0.245 |
| NF- LS | 0.60 (0.15) | ||
| MF- HW | 0.61 (0.27) | ||
| MF- MS | 0.72 (0.02) | 6.71 | 0.007* |
| MF- LS | 0.29 (0.24) | ||
| SF- HW | 0.59 (0.24) | ||
| SF- MS | 0.79 (0.05) | 3.35 | 0.05* |
| SF- LS | 0.73 (0.12) |
| Fork | CPUE | Abundance | F | P | ||
| NF - HW | 0.043 (0.07) | 32 (0) | ||||
| NF - MS | 0.23 (0.15) | 82 (33.4) | 9.21563 | 0.00322* | ||
| NF - LS | 0.56 (0.24) | 193 (82.3) | ||||
| MF - HW | 0.202 (0.21) | 67 (63.9) | ||||
| MF - MS | 0.62 (0.70) | 166 (204) | 3.19866 | 0.06966 | ||
| MF - LS | 1.30 (0.96) | 338 (216) | ||||
| SF - HW | 0.01 (0.01) | 11 (0) | ||||
| SF - MS | 0.23 (0.15) | 65 (34) | 16.5381 | 0.00016* | ||
| SF - LS | 0.73 (0.15) | 234 (97) | ||||
| Model | F | DF | P | |||
| lm | 14.72 | 5 and 55 | 3.75e-09*** |
| Fork | Estimate | Std. Error | T | P |
| Middle | 83.9 | 2.53 | 33.14 | 2e-16 *** |
| North | -7.66 | 2.88 | -2.65 | 0.0121 * |
| South | -11.2 | 3.48 | -3.21 | 0.0029 ** |
| River.km | 0.5 | 0.09 | 5.03 | 1.69e-05 *** |
| Model | R2 | DF | F | P |
| Lm | 0.38 | 3 and 33 | 8.303 | 0.0003 |
| Fork | Wr | F | P |
| NF-HW | 110 (0.90) | ||
| NF-MS | 89 (7.41) | 11.2301 | 0.00277* |
| NF-LS | 85 (3.97) | ||
| MF-HW | 93 (5.50) | ||
| MF-MS | 96 (6.31) | 1.04063 | 0.38556 |
| MF-LS | 91 (5.90) | ||
| SF-HW | 118 (0) | ||
| SF-MS | 90 (6.32) | 10.0172 | 0.00883* |
| SF-LS | 86 (5.64) |
| Variate | Corr | F | P |
|---|---|---|---|
| 1 | 0.764 | 5.45 | 9.63E-06 |
| 2 | 0.510 | 2.97 | 0.026 |
| 3 | 0.196 | 1.32 | 0.259 |
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