CUANTIFICACION del transporte de sedimentos DIRECCION Ho NORTE KR Hb T 0.6 1.65 3.24 0.7 0.7 0.7 0.42 1.155 2.268 8 8 8 α1 RADIANES 35 0.61086524 32 0.55850536 30 0.52359878 Hb² 0.176 1.334 5.144 SEN (2α1) 0.9397 0.8988 0.8660 k= α₀= g= C (H/L) 0.0042 0.0116 0.0227 t (seg) 6,307,200 3,153,600 1,576,800 Qs (m³/Año) 35108.14 46172.66 43680.38 0.0000018 1.8X10-6 D-1/2 60 9.81 CUANTIFICACION del transporte de sedimentos DIRECCION N Ho KR Hb T α1 RADIANES Hb² SEN (2α1) 1.06 2.74 4.26 0.93 0.93 0.93 0.9858 2.5482 3.9618 7 7 7 12.000 12.000 12.000 0.2094 0.2094 0.2094 0.972 6.493 15.696 0.4067 0.4067 0.4067 DIRECCION NE Ho KR Hb T α1 RADIANES Hb² SEN (2α1) 1.06 2.74 4.26 0.93 0.93 0.93 0.9858 2.5482 3.9618 7 7 7 74.770 74.770 74.770 1.3050 1.3050 1.3050 0.972 6.493 15.696 0.5069 0.5069 0.5069 DIRECCION NW Ho KR Hb T α1 RADIANES Hb² SEN (2α1) 1.06 2.74 4.26 0.93 0.93 0.93 0.9858 2.5482 3.9618 7 7 7 -74.320 -74.320 -74.320 -1.2971 -1.2971 -1.2971 0.972 6.493 15.696 -0.5204 -0.5204 -0.5204 k= ### 1.8X10-6 D-1/2 α₀= 60 g= 9.81 C (H/L) 0.0129 0.0333 0.0518 C (H/L) 0.0129 0.0333 0.0518 C (H/L) 0.0129 0.0333 0.0518 %FREC 7.573 6.346 2.403 %FREC 11.663 3.034 0.000 %FREC 0.601 1.784 0.000 t (seg) 2,388,221 1,892,160 7,568,640 ∑ Qs (m³/Año) 4546.46 9311.10 57905.52 71763.08 t (seg) 6,307,200 3,153,600 1,576,800 ∑ Qs (m³/Año) 14964.96 19341.50 15035.55 49342.00 t (seg) 6,307,200 3,153,600 1,576,800 ∑ Qs (m³/Año) -15362.80 -19855.69 -15435.27 -50653.76 ∑ALGEBRAICA ∑ABSOLUTA 70451.32 171758.84 70451.3225 171758.84 Please download full document at www.DOCFOC.com Thanks