topografia bordo jonacatepc rotado 7m

H Elevaciones (m)reas ( m2)

suma de reas ( m2)

semiquidistancias ( m)

volumenes parciales ( m3)

volumen acumulado (m3)

0.00 1270.00 503.20 503.20 0.00 0.00 0.000.5 1270.50 5,677.50 3,090.35 0.25 772.59 772.591.0 1271.00 15,482.58 10,580.04 0.25 2,645.01 3,417.601.5 1271.50 24,933.73 20,208.16 0.25 5,052.04 8,469.642.0 1272.00 32,699.32 28,816.53 0.25 7,204.13 15,673.772.5 1272.50 45,515.11 39,107.22 0.25 9,776.80 25,450.573.0 1273.00 52,836.45 49,175.78 0.25 12,293.95 37,744.523.5 1273.50 61,445.53 57,140.99 0.25 14,285.25 52,029.764.0 1274.00 69,619.51 65,532.52 0.25 16,383.13 68,412.894.5 1274.50 73,749.58 71,684.55 0.25 17,921.14 86,334.035.0 1275.00 80,133.64 76,941.61 0.25 19,235.40 105,569.435.5 1275.50 87,390.27 83,761.96 0.25 20,940.49 126,509.926.0 1276.00 90,475.02 88,932.65 0.25 22,233.16 148,743.086.5 1276.50 92,316.72 91,395.87 0.25 22,848.97 171,592.057.0 1277.00 93,925.81 93,121.27 0.25 23,280.32 194,872.37

0.00 20,000.00 40,000.00 60,000.00 80,000.00 100,000.00 120,000.00 140,000.00 160,000.00 180,000.00 200,000.00

1269.00

1270.00

1271.00

1272.00

1273.00

1274.00

1275.00

1276.00

1277.00

1278.00

0.00 10,000.00 20,000.00 30,000.00 40,000.00 50,000.00 60,000.00 70,000.00 80,000.00 90,000.00 100,000.00

Elev

aci

n (m

)

reas (m2)

Capacidades (m3)

rea

volumen

Longituddecortina 768.72 mAlturadeCortina 7 mAnchodecorona 5 mN.AM.E. 1275.75 m.s.n.m.mN.A.N. 1275.5 m.s.n.m.mTaludaguasarriba 2:1Taludaguasabajo 2:1

Tipo RectangularLongitud 15 mCarga(H) 0.25 mLibreBordo 0.75 m

Cortina

Vertedor