Aula 8A_Hidrograma_Curva Tempo x Área

P3 2222 l s 1 q4 p c p i4 p i3 p2 i2 p3 i1p4

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Unformatted text preview: APLICAÇÃO Vazão Efluente Apenas do Parque Q1P = C P .i1.P = 0,20 *10mm / h * 500m 2 = 0,278 L / s 1 Q2 P = C P .[i2 .P + i1.P2 ] = 1,111L / s 1 Q3 P = C P .[i3 .P + i2 .P2 + i1.P3 ] = 2,222 L / s 1 Q4 P = C P .[i4 .P + i3 .P2 + i2 .P3 + i1.P4 ] = 3,611L / s 1 Q5 P = C P .[i5...
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This note was uploaded on 10/26/2012 for the course GEOTECNIA 01 taught by Professor Matheus during the Spring '12 term at Universidade Estadual Paulista.

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