Metode Taylor
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Kestabilan lereng dengan metode Taylor (1st trial) untuk Embung 1 r 9.5 m f1 27 derajat 0.5095254494944 No. f1 cd ' = cd / 1 27 4.31291 0.1 0.010526 1 2 26 4.16453 0.3 0.031579 1.0446819864809 3 25 4.01487 0.6 0.063158 1.0926808526166 4 24 3.864 0.7 0.073684 1.1444128968046 5 23 3.71195 1.1 0.115789 1.2003667356389 6 22 3.55876 1.3 0.136842 1.2611197415247 7 21 3.4045 1.6 0.168421 1.3273591766611 8 20 3.24919 1.9 0.2 1.3999096671234 9 19 3.0929 2.1 0.221053 1.4797693528744 10 18 2.93566 2.4 0.252632 1.5681580876808 tan f1 = r sin f f = tan f1 / tan f
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Transcript of Metode Taylor
Sheet1Kestabilan lereng dengan metode Taylor (1st trial)
untuk Embung 1
r =9.5mf127derajattan f1 =0.5095254495
No.f1r sin fcdc' = cd / rF f = tan f1 / tan f 1274.31290974750.10.010526315812264.16452589450.30.03157894741.04468198653254.01487348650.60.06315789471.09268085264243.86399810920.70.07368421051.14441289685233.71194572061.10.11578947371.20036673566223.55876263751.30.13684210531.26111974157213.40449552071.60.16842105261.32735917678203.24919136161.90.21.39990966719193.09289746732.10.22105263161.479769352910182.93566144662.40.25263157891.5681580877
Kestabilan lereng dengan metode Taylor (2nd trial)
untuk Embung 1
r =11mf127derajattan f1 =0.5095254495
No.f1r sin fcdc' = cd / rF f = tan f1 / tan f 1274.99389549710.10.009090909112264.82208261470.30.02727272731.04468198653254.64880087910.60.05454545451.09268085264244.47410307380.70.06363636361.14441289685234.29804241341.10.11.20036673566224.12067252761.30.11818181821.26111974157213.9420474451.60.14545454551.32735917678203.76222157661.90.17272727271.39990966719193.5812496992.10.19090909091.479769352910183.39918693812.40.21818181821.5681580877
Kestabilan lereng dengan metode Taylor (3rd trial)untuk Embung 1r =11.5mf127derajattan f1 =0.5095254495
No.f1r sin fcdc' = cd / rF f = tan f1 / tan f 1275.2208907470.10.008695652212265.04126818810.30.02608695651.04468198653254.860110010.60.0521739131.09268085264244.67747139540.70.06086956521.14441289685234.49340797761.10.09565217391.20036673566224.30797582431.30.11304347831.26111974157214.12123141981.60.13913043481.32735917678203.93323164821.90.16521739131.39990966719193.74403377632.10.18260869571.479769352910186.79837387622.40.20869565221.5681580877
Kestabilan lereng dengan metode Taylor (1st trial)untuk Embung 2r =12mf127derajattan f1 =0.5095254495
No.f1r sin fcdc' = cd / rF f = tan f1 / tan f 1275.44788599690.10.008333333312265.26045376150.30.0251.04468198653255.07141914090.60.051.09268085264244.88083971690.70.05833333331.14441289685234.68877354191.10.09166666671.20036673566224.4952791211.30.10833333331.26111974157214.30041539451.60.13333333331.32735917678204.10424171991.90.15833333331.39990966719193.90681785352.10.1751.479769352910183.70820393252.40.21.5681580877
Kestabilan lereng dengan metode Taylor (2nd trial)untuk Embung 2r =16.7mf127derajattan f1 =0.5095254495
No.f1r sin fcdc' = cd / rF f = tan f1 / tan f 1277.58164134570.10.00598802412267.32079815140.30.01796407191.04468198653257.05772497110.60.03592814371.09268085264246.79250193940.70.04191616771.14441289685236.52520984581.10.06586826351.20036673566226.255930111.30.07784431141.26111974157215.98474475741.60.09580838321.32735917678205.71173639351.90.11377245511.39990966719195.43698817942.10.1257485031.479769352910185.16058380612.40.14371257491.5681580877
Kestabilan lereng dengan metode Taylor (3rdtrial)untuk Embung 2r =18mf127derajattan f1 =0.5095254495
No.f1r sin fcdc' = cd / rF f = tan f1 / tan f 1278.17182899530.10.005555555612267.89068064220.30.01666666671.04468198653257.60712871130.60.03333333331.09268085264247.32125957540.70.03888888891.14441289685237.03316031281.10.06111111111.20036673566226.74291868151.30.07222222221.26111974157216.45062309181.60.08888888891.32735917678206.15636257991.90.10555555561.39990966719195.86022678022.10.11666666671.479769352910185.56230589872.40.13333333331.5681580877
Sheet2
Sheet3
