Table 1.
Locality | Elevation, meters | n | 1-1, obs/exp | 1-2, obs/exp | 1-3, obs/exp | 1-4, obs/exp | 1-5, obs/exp | 2-4, obs/exp | 4-5, obs/exp | 4-4, obs/exp |
---|---|---|---|---|---|---|---|---|---|---|
Big Pine Creek | ||||||||||
Falls Site | 2,961 | 20 | 0.10/0.07 | ____/____ | ____/____ | 0.35/0.41 | ____/____ | ____/____ | ____/____ | 0.55/0.52 |
Upper Site | 3,229 | 20 | 0.05/0.06 | ____/____ | ____/____ | 0.40/0.37 | ____/0.01 | ____/____ | 0.05/0.04 | 0.50/0.52 |
Sixth Lake | 3,332 | 20 | 0.10/0.02 | ____/____ | ____/____ | 0.10/0.25 | ____/____ | ____/0.01 | 0.05/0.04 | 0.75/0.68 |
Bishop Creek | ||||||||||
South Lake | 2,996 | 20 | 0.30/0.35 | ____/____ | 0.05/0.03 | 0.55/0.46 | ____/____ | ____/____ | ____/____ | 0.10/0.13 |
HSC Site | 3,196 | 20 | 0.35/0.38 | ____/____ | ____/____ | 0.50/0.45 | 0.05/0.03 | ____/____ | ____/0.02 | 0.10/0.12 |
Brown Lake | 3,251 | 19 | 0.47/0.43 | ____/____ | ____/____ | 0.32/0.43 | 0.05/0.04 | ____/____ | ____/0.02 | 0.16/0.09 |
Rock Creek | ||||||||||
East Fork | 2,705 | 50 | 0.90/0.88 | 0.02/0.02 | ____/____ | 0.06/0.08 | ____/0.02 | ____/____ | 0.02/____ | ____/____ |
Heart Lake | 3,179 | 52 | 0.85/0.83 | 0.10/0.09 | ____/____ | 0.04/0.07 | ____/____ | ____/____ | ____/____ | 0.02/____ |
Ruby Lake | 3,317 | 51 | 0.82/0.81 | 0.06/0.07 | ____/____ | 0.10/0.11 | ____/____ | 0.02/0.00 | ____/____ | ____/____ |
Expected frequencies calculated for each population under the assumption of Hardy-Weinberg equilibrium. obs, observed; exp, expected.