Hidrologia Practica 02 1
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PRACTICA N°2 : CURVAS Y PENDIENTES CARACTERIST Curva de nivel (m) Area (Km2) 3200 3300 8.35 3300 3400 65.37 3400 3500 185.65 3500 3600 356.87 3600 3700 456.75 3700 3800 115.35 3800 3900 89.36 3900 4000 52.63 4000 4025 20.65 AREA (Km2) 1350.98 PERIMETRO (Km) 385.994286 METODO DE HIPSOMETRICO Altitud Area Parcial Area Acumulada reas sobre las altitude % del total 3200 0.00 0.00 1350.98 0.00 3300 8.35 8.35 1342.63 0.62 3400 65.37 73.72 1277.26 4.84 3500 185.65 259.37 1091.61 13.74 3600 356.87 616.24 734.74 26.42 3700 456.75 1072.99 277.99 33.81 3800 115.35 1188.34 162.64 8.54 3900 89.36 1277.70 73.28 6.61 4000 52.63 1330.33 20.65 3.90 4025 20.65 1350.98 0.00 1.53 1350.98 METODO CURVA FRECUENCIA a (km2) e (m.s.n.m) a*e 8.35 3250 27137.50 65.37 3350 218989.50 185.65 3450 640492.50 356.87 3550 1266888.50 456.75 3650 1667137.50 115.35 3750 432562.50 89.36 3850 344036.00 52.63 3950 207888.50 20.65 4012.5 82858.13 1350.98 4887990.63 Em= 3618.10732 m.s.n.m METODO DEL RECTANGULO EQUIVALE
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Transcript of Hidrologia Practica 02 1
Hoja1PRACTICA N2 : CURVAS Y PENDIENTES CARACTERISTICAS DE UNA CUENCA
Curva de nivel (m)Area (Km2)320033008.353300340065.3734003500185.6535003600356.8736003700456.7537003800115.353800390089.363900400052.634000402520.65AREA (Km2)1350.98PERIMETRO (Km)385.994286METODO DE HIPSOMETRICO
AltitudArea ParcialArea AcumuladaAreas sobre las altitudes% del total% que queda32000.000.001350.980.00100.0033008.358.351342.630.6299.38340065.3773.721277.264.8494.543500185.65259.371091.6113.7480.803600356.87616.24734.7426.4254.393700456.751072.99277.9933.8120.583800115.351188.34162.648.5412.04390089.361277.7073.286.615.42400052.631330.3320.653.901.53402520.651350.980.001.53-0.001350.98Hmedia=3612.5
METODO CURVA FRECUENCIA
a (km2)e (m.s.n.m)a*e8.35325027137.5065.373350218989.50185.653450640492.50356.8735501266888.50456.7536501667137.50115.353750432562.5089.363850344036.0052.633950207888.5020.654012.582858.131350.984887990.63
Em=3618.1073183911m.s.n.mMETODO DEL RECTANGULO EQUIVALENTE
AREA (Km2)1350.98PERIMETRO (Km)385.994286
K =2.940L =131.427l =36.756
Curva de nivel (m)Area (Km2)Li (Km)320033008.350.2273300340065.371.778Li=(Area Parcial)/(l menor)34003500185.655.05135003600356.879.70936003700456.7512.42737003800115.353.1383800390089.362.4313900400052.631.4324000402520.650.562
40254000390038003700360035003400330032000%20%10%30%40%50%60%70%80%100%90%0%25%50%75%100%Curva Hipsometrica
