Perhitungan Debit Banjir Rancangan

No. X

1 46.7132 46.9853 49.4714 54.9485 61.5556 66.4297 72.1688 77.3459 80.667

10 82.56611 83.30212 83.88713 102.23614 103.83815 105.58916 113.99117 127.13118 127.48419 128.08920 128.694

Jumlah 1743.088Xr Rerata 87.1544

S Standar 28.4626651

P(X) = Zm/(n+1) P (X<) f(t) = (X-Xr)/S P'(X) P'(X<) D

0.05 0.95 -1 0.1587 0.8413 -0.1087

0.1 0.9 -1.411 0.0793 0.9207 0.0207

0.15 0.85 -1.324 0.0934 0.9066 0.0566

0.2 0.8 -1 0.1587 0.8413 0.0413

0.25 0.75 -0.899 0.1867 0.8133 0.0633

0.3 0.7 -0.728 0.2327 0.7673 0.0673

0.35 0.65 -0.527 0.2981 0.7019 0.0519

0.4 0.6 -0.345 0.3669 0.6331 0.0331

0.45 0.55 -0.228 0.409 0.591 0.041

0.5 0.5 -0.161 0.4364 0.5636 0.0636

0.55 0.45 -0.135 0.4443 0.5557 0.1057

0.6 0.4 -0.115 0.4522 0.5478 0.1478

0.65 0.35 0.530 0.7019 0.2981 -0.0519

0.7 0.3 0.586 0.7224 0.2776 -0.0224

0.75 0.25 0.648 0.7422 0.2578 0.0078

0.8 0.2 0.943 0.8264 0.1736 -0.0264

0.85 0.15 1.405 0.9207 0.0793 -0.0707

0.9 0.1 1.417 0.9222 0.0778 -0.0222

0.95 0.05 1.438 0.9265 0.0735 0.0235

1 0 1.459 0.9279 0.0721 0.0721

4.4721359550.30410524490,147<0,304 (Ok Normal)

29.7479517.40255

6.9