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
