**** A 15 KM2**** Pe 70 MM**** L 5 KM**** C. min 3242.87 msnm**** C max 4617.4 msnm**** Qb 6.3 M3/S*****S =(C5-C4)/(C3*1000) M/Mtc =0.06628*(C3)^0.77*C8^-0.385 Htr =0.6*C9 HD =0.1818*C10 H tc o 2*tc^0.5tp =C11/2+C10 Htb =2.67*C12 HQp =C2*C1/(1.8*C13) M3/SNO Vesd =(C13*3600*C14/2)/(C1*1000000) m VOLUMEN DE AGUA ESCURRIDONO =+C15*1000 mmNO I =C16/C11 mm/hHIDROGRAMA SINTTICO SCSt/tp Q/Qp t Q0 0 =B21*$C12 =C21*$C14+$C60.1 0.015 =B22*$C12 =C22*$C14+$C60.2 0.075 =B23*$C12 =C23*$C14+$C60.3 0.16 =B24*$C12 =C24*$C14+$C60.4 0.28 =B25*$C12 =C25*$C14+$C60.5 0.43 =B26*$C12 =C26*$C14+$C60.6 0.6 =B27*$C12 =C27*$C14+$C60.7 0.77 =B28*$C12 =C28*$C14+$C60.8 0.89 =B29*$C12 =C29*$C14+$C60.9 0.97 =B30*$C12 =C30*$C14+$C61 1 =B31*$C12 =C31*$C14+$C61.1 0.98 =B32*$C12 =C32*$C14+$C61.2 0.92 =B33*$C12 =C33*$C14+$C61.3 0.84 =B34*$C12 =C34*$C14+$C61.4 0.75 =B35*$C12 =C35*$C14+$C61.5 0.65 =B36*$C12 =C36*$C14+$C61.6 0.57 =B37*$C12 =C37*$C14+$C61.8 0.43 =B38*$C12 =C38*$C14+$C62 0.32 =B39*$C12 =C39*$C14+$C62.2 0.24 =B40*$C12 =C40*$C14+$C62.4 0.18 =B41*$C12 =C41*$C14+$C62.6 0.13 =B42*$C12 =C42*$C14+$C62.8 0.098 =B43*$C12 =C43*$C14+$C63 0.075 =B44*$C12 =C44*$C14+$C63.5 0.036 =B45*$C12 =C45*$C14+$C64 0.018 =B46*$C12 =C46*$C14+$C64.5 0.009 =B47*$C12 =C47*$C14+$C65 0.004 =B48*$C12 =C48*$C14+$C6