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H Elevaciones (m) Áreas ( m 2 ) suma de áreas ( m 2 ) semiquidistancias ( m) volumenes parciales ( m 3 ) volumen acumulado (m 3 ) 0.00 1270.00 503.20 503.20 0.00 0.00 0.00 0.5 1270.50 5,677.50 3,090.35 0.25 772.59 772.59 1.0 1271.00 15,482.58 10,580.04 0.25 2,645.01 3,417.60 1.5 1271.50 24,933.73 20,208.16 0.25 5,052.04 8,469.64 2.0 1272.00 32,699.32 28,816.53 0.25 7,204.13 15,673.77 2.5 1272.50 45,515.11 39,107.22 0.25 9,776.80 25,450.57 3.0 1273.00 52,836.45 49,175.78 0.25 12,293.95 37,744.52 3.5 1273.50 61,445.53 57,140.99 0.25 14,285.25 52,029.76 4.0 1274.00 69,619.51 65,532.52 0.25 16,383.13 68,412.89 4.5 1274.50 73,749.58 71,684.55 0.25 17,921.14 86,334.03 5.0 1275.00 80,133.64 76,941.61 0.25 19,235.40 105,569.43 5.5 1275.50 87,390.27 83,761.96 0.25 20,940.49 126,509.92 6.0 1276.00 90,475.02 88,932.65 0.25 22,233.16 148,743.08 6.5 1276.50 92,316.72 91,395.87 0.25 22,848.97 171,592.05 7.0 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 Elevación (m) Áreas (m 2 ) Capacidades (m 3 ) Área volumen Longitud de cortina 768.72 m Altura de Cortina 7m Ancho de corona 5m N.AM.E. 1275.75 m.s.n.m.m N.A.N. 1275.5 m.s.n.m.m Talud aguas arriba 2:1 Talud aguas abajo 2:1 Tipo Rectangular Longitud 15 m Carga (H) 0.25 m Libre Bordo 0.75 m Cortina Vertedor
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Topografia Bordo Jonacatepc Rotado 7m

Nov 16, 2015

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PLANO BORDO ARCILLA COMPACTADA
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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