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0.75 D 4.19 Rad. Cuneta Tramo Pendiente Y máximo Q Cuenca Subcuenca Area m C1 C1.1 15553 -0.5% 0.026 24 0.6096 0.4572 C2 C2.1 5112 -0.5% 0.026 24 0.6096 C3 C3.1 15790 6.3% 0.026 C4 C4.1 50760 8.5% 0.026 24 C5 C5.1 12878 8.5% 0.026 36 C5 C5.2 54930 6.1% 0.026 C6 C6.1 16984 -2.9% 0.026 24 C7 C7.1 14413 7.3% 0.026 C7 C7.2 18932 8.2% 0.026 C8 C8.1 20374 8.2% 0.026 24 C8 C8.2 7655 2.3% 0.026 C9 C9.1 562456 2.3% 0.026 60 C9 C9.2 11802 2.3% 0.026 C11 C11.1 42854 5.8% 0.026 24 C12 C12.1 76119 7.2% 0.026 36 C13 C13.1 59405 7.2% 0.026 24 C13 C13.2 3497 7.5% 0.026 C14 C14.1 51344 7.5% 0.026 24 C15 C15.1 48628 6.3% 0.026 24 C16 C16.1 15324 4.8% 0.026 24 C17 C17.1 8733 11.9% 0.026 24 C18 C18.1 10830 -0.5% 0.026 24 C19 C19.1 79165 -0.5% 0.026 24 C20 C20.1 14917 -0.5% 0.026 24 C21 C21.1 29114 -8.6% 0.026 24 C22 C22.1 10281 3.0% 0.026 Ymáximo = qmáximo = Manning (n) Diámetro (plg.) Diámetro (m)

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0.75D4.19Rad.Cuneta TramoPendiente Manning (n)Y mximo QCuena !u"uena #rea mC1 C1.1 1555$ %0.5& 0.0'( '4 0.(09( 0.457'C' C'.1 511' %0.5& 0.0'('4 0.(09(C$ C$.1 15790 (.$& 0.0'(C4 C4.1 507(0 ).5& 0.0'( '4C5 C5.1 1')7) ).5& 0.0'($(C5 C5.' 549$0 (.1& 0.0'(C( C(.1 1(9)4 %'.9& 0.0'('4 C7 C7.1 1441$ 7.$& 0.0'(C7 C7.' 1)9$' ).'& 0.0'(C) C).1 '0$74 ).'& 0.0'('4C) C).' 7(55 '.$& 0.0'(C9 C9.1 5('45( '.$& 0.0'((0C9 C9.' 11)0' '.$& 0.0'(C11 C11.1 4')54 5.)& 0.0'( '4C1' C1'.1 7(119 7.'& 0.0'( $(C1$ C1$.1 59405 7.'& 0.0'('4C1$ C1$.' $497 7.5& 0.0'(C14 C14.1 51$44 7.5& 0.0'( '4C15 C15.1 4)(') (.$& 0.0'( '4C1( C1(.1 15$'4 4.)& 0.0'( '4C17 C17.1 )7$$ 11.9& 0.0'( '4C1) C1).1 10)$0 %0.5& 0.0'( '4C19 C19.1 791(5 %0.5& 0.0'( '4C'0 C'0.1 14917 %0.5& 0.0'( '4C'1 C'1.1 '9114 %).(& 0.0'('4C'' C''.1 10')1 $.0& 0.0'(Ymximo *mximo *Dimetro(+,g.)Dimetro(m)