topografia bordo jonacatepc rotado 7m
DESCRIPTION
PLANO BORDO ARCILLA COMPACTADATRANSCRIPT
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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