Feasibility of Fish Passage at Alameda Creek Diversion Dam
Feasibility of Fish Passage at Alameda Creek Diversion Dam
Feasibility of Fish Passage at Alameda Creek Diversion Dam
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
<strong>Feasibility</strong> <strong>of</strong> <strong>Fish</strong> <strong>Passage</strong> <strong>at</strong> <strong>Alameda</strong> <strong>Creek</strong> <strong>Diversion</strong> <strong>Dam</strong>Table B-1Parameter Estim<strong>at</strong>es (α, β, δ, … φ), Estim<strong>at</strong>ed Standard Devi<strong>at</strong>ion <strong>of</strong> the Residuals (σ)and Coefficient <strong>of</strong> Determin<strong>at</strong>ion (r²) for Models 1 through 20Model # 1 2 3 4 5 6 7 8 9 10α 2.975049 1466.574 0.54162 0.543218β 0.403938 0.50693 513.7127 545.5698 518.8926 504.6668 456.7227 0.000392 0.000452 0.000241δ 157.0493 -58.8984 -107.484 -28.5329 37.6201 361.519 0.867958 0.866488φ 0.294126 12.8433 -38.8836 -116.483 -704.497 1.033065γ 9.107153 41.53868 461.9796η -4.38543 -132.714ϕ 13.98496σ 28.502 25.240 25.395 25.233 25.174 25.163 25.078 25.261 25.294 25.269r 2 89.61% 91.86% 91.76% 91.86% 91.90% 91.91% 91.96% 91.84% 91.82% 91.84%Model # 11 12 13 14 15 16 17 18 19 20α 759.6594 759.9175 1468.419 1447.333 1.075529 -8864.22 2711.217 0.000867 -29016.9 543.3766β -5.55747 1.412449 1.023939 1447.333 0.865079 1157.901 5009.693 0.000793 -29020.1 -0.00279δ 0.002533 0.002529 2620.058 0.000316 2111.945 1.33372 1.013714 1.508866φ 0.000936 1.026675 0.005707 0.001421γ 4.75E-05 1.202162η 0.798152ϕσ 32.174 32.166 25.267 25.268 26.161 25.271 25.269 25.097 28.785 25.060r 2 86.77% 86.77% 91.84% 91.84% 91.25% 91.84% 91.84% 91.95% 89.41% 91.97%ACDD <strong>Passage</strong> June 2009 Page B-6
Change language