ghI=80.9*D g h D50 D65 I 980 50 5 5.2 0.008255 Suatu sungai kecil kedalaman 0.50 m, seimen berupa kerikil diame a. Berapa ALIRAN NORMAL C = 37.11866232 q = 0.1957097165 m3/dt/m μ = 7.23075128 ∆D = 0.0825 I = 0.008255 μhI = 0.029845295 Y = 2.764254818 D^1.5 = 0.01118034 X = 0.006612019 S us = 0.000297265 h dw = 100 h us = 50 Perhitungan backwater h A R V E Del E 1 1 1 0.19570971651 1.0019541986 0.9 0.9 0.9 0.21745524056 0.9024125909 0.099542 0.89 0.89 0.89 0.21989855787 0.892467111 0.009945 0.79 0.79 0.79 0.24773381836 0.7931312268 0.099336 0.69 0.69 0.69 0.2836372703 0.694104597 0.099027 0.59 0.59 0.59 0.33171138391 0.5956139001 0.098491 0.5 0.5 0.5 0.39141943301 0.5078167945 0.087797 Hilir Hulu C = 42.53720224 C = 37.11866 μ = 8.063520741 μ = 7.230751 ∆D = 0.0825 ∆D = 0.0825 I = Se = 2.11683E-05 I = Se = 0.000222 μhI = 0.000170691 μhI = 0.000804 D^1.5 = 0.01118034 D^1.5 = 0.01118 Y = 483.3283944 Y = 102.6054
Suatu sungai kecil kedalaman 0.50 m, seimen berupa kerikil
diameter 5 cma. Berapa ALIRAN NORMALC =37.1186623215q
=0.1957097165m3/dt/m =7.2307512801D =0.0825I =0.008255hI
=0.0298452948Y =2.7642548176D^1.5 =0.0111803399X =0.0066120191S us
=0.0002972652h dw =100h us =50
