HIDROGRAMA UNITARIO
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Transcript of HIDROGRAMA UNITARIO
HIDROGRAMAS RELACION PRECIPITACION ESCORRENTIA
HIDROGRAMA UNITARIO
DATOS: Area Cuenca = 10561805,94 m2 = 10,56 km2 Duracion = 1 hr Volumen de Escorrenta (VE)= 7.956.000,00 m3 Altura Efectiva (he)= 0,75 mm
Tiempo (horas)Q total (m3.s-1)Q base (m3.s-1)Q directo (m3.s-1)Q (HU) (m3.s-1)
050,050,00,00,0
1150,050,0100,01327,5
2800,050,0750,09956,5
3600,050,0550,07301,4
4400,050,0350,04646,3
5250,050,0200,02655,1
6150,050,0100,01327,5
7120,050,070,0929,3
8110,050,060,0796,5
980,050,030,0398,3
Total2210,0
CURVA S
Tiempo (horas)HU (m3/s)de = 1hrDesplazamientos iguales (t = 1hr)Ordenadas de lacurva S (m/s)
00,00---------0,00
11327,530,00--------0,00
29956,451327,530,00-------1327,53
37301,409956,451327,530,00------11283,98
44646,347301,409956,451327,530,00-----18585,38
52655,054646,347301,409956,451327,530,00----23231,72
61327,532655,054646,347301,409956,451327,530,00---25886,78
7929,271327,532655,054646,347301,409956,451327,530,00--27214,31
8796,52929,271327,532655,054646,347301,409956,451327,530,00-28143,58
9398,26796,52929,271327,532655,054646,347301,409956,451327,530,0028940,09