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G. D(v SWIM'? w117M <br />1. If landslope isla more, subtract rock layer width from <br />adsorption width to obtain minimum downslope dike toe <br />.. 1 ft- .P_ ft = ''� feet <br />2 Calculate Mininmm. mound size based on geometery: <br />a. Determine depth of dean sand fill at upslope edge of rock <br />layer: Sepa wioni t feet <br />b. Multiply rock layer width by landslope <br />to determine drop in elevation; <br />Slope DifJemce sor•r•tloo <br />/.._ x % + 100 = . feet U11414q w111% <br />c. Add depth of dean sand for separation (2a) rest <br />at upslope edge, depth of rock layer (1 foot) to depth of <br />cover (1 foot) to find the mound height at the upslope edge <br />of rock layer, <br />Ly` ft + lft + lft on ` • L het <br />d. Enter table with landslope and upslope dike ratio. <br />Select dike multiplier of ? . � t . <br />e. Multiply dike muldplier by upslope mound height <br />to find upsiope dike width: - . -� ­ x • = feet <br />f. Add depth of clean sand for S7^^- difference (2b) at <br />downslope edge, to the moues, nt at the upslope edge <br />of rock layer (20 to find the downslope height; <br />ft+,-, ft = feet <br />g. Enter table with landslope and downslope dike ratio. <br />Select dike multiplier of <br />h. Multiply dike multiplier by downslope mound height <br />to get downslope dike width: - x - feet <br />i. Compare the va.ues of step G.1 and Step G.2h Select the <br />greater of the two values as the downslope dike width, <br />feet + <br />t toot cover <br />t root R• •• <br />Lri toot <br />Stop* Otttor••s• <br />R•cf Bed Width <br />Ifft Dfr•11f1oN Width <br />toot <br />ussls•f rl•tf <br />j. Total mound width is the sum of feet <br />upslope dike (G.2e) width plus rock ..r <br />layer width (D.2) plus a �••,�•• Wilk <br />downslope- 1«1 <br />dike width(G.2i); <br />ft + ft + - ft = _ 4 feet a <br />k. Total mound length is the sum of <br />upslope dike width (G.2e) plus rock layer <br />length (D.3) plus upslope dike width (G.2e); <br />ft + . - h + ft = feet <br />feet <br />T61111101111% <br />it* <br />tl <br />41 <br />1.1 <br />at <br />'t <br />21 <br />11 <br />SI <br />61 <br />71 <br />s1 <br />p +� <br />1D <br />sD <br />a0 <br />70 <br />30 <br />40 <br />So <br />40 <br />70 <br />W <br />40 <br />711 <br />1 <br />1r <br />L17 <br />LIPSa2o <br />6A <br />7s <br />L14 <br />Zsl <br />2" <br />7ss <br />1A <br />♦71 <br />w <br />s« <br />Si <br />atf <br />Lt4 <br />2 <br />S <br />1a0 <br />1� <br />Ls <br />ak <br />sell <br />Sr <br />7s2 <br />asIn <br />ll7 <br />ui <br />so <br />4a1 <br />s7f <br />ss1 <br />asi <br />asy <br />141 <br />L21 <br />L0D <br />Lz <br />a0 <br />7p <br />0.72 <br />14" <br />2.Y <br />111 <br />I43 <br />LU <br />C17 <br />400 <br />LQ <br />s.lf <br />11 s <br />S <br />1is <br />1r <br />Is <br />si <br />744 <br />Us <br />av <br />2s1 <br />» <br />3.12 <br />30 <br />1JD <br />L41 <br />La <br />L111 <br />110 <br />sal <br />s.0 <br />7 <br />AM <br />La <br />sst <br />1r <br />7r <br />1L11 <br />11i11 <br />fill <br />16.f1 <br />2s2 <br />1.01 <br />LV <br />L: <br />w <br />t <br />s� <br />L1f <br />Li <br />1101 <br />t<s2 <br />LU <br />1« <br />2b <br />s.st <br />17s <br />Lu <br />110 <br />i <br />� <br />fOD <br />troll <br />Ism <br />17AS <br />21�1 <br />10A1 <br />2�1 <br />221 <br />2Jf <br />1L1 <br />loos <br />•� <br />440 S <br />7 M <br />1210 <br />21.as <br />Un <br />121 <br />21D <br />349 <br />11p <br />lr <br />12 <br />