Memoria Tecnica de una Toma Lateal. Toma Lateral. Calculo del Azud. Datos: Diseño de una toma Lateral Base.río = 30 (m) Q.crecida = 40 Q.diseño = 8 J.rio = 5 (%) V.rio = (m/s) P.Azud = 3.80 (m) 3000 (m) Q. Media = 18 Asumimos los valores de : L= 28.19 n = C 1.85 C = 2.04 K = 2.00 He = 0.785 m Donde Hd=He (m³/s) (m³/s) Cota toma del rio = (m³/s)
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Hoja1
Memoria Tecnica de una Toma Lateal.
Toma Lateral.Calculo del Azud.Datos:Diseo de una toma LateralBase.ro =30(m)Q.crecida =40(m/s)Q.diseo =8(m/s)J.rio =5(%)V.rio =(m/s)P.Azud =3.80(m)Cota toma del rio =3000(m)
Q. Media =18(m/s)Asumimos los valores de :L= 28.19n = C1.85C =2.04K =2.00He =0.785mDonde Hd=HeX^(1,85) =1.6606564645yX =1.3154373303.y^(1/,85)Grafico del AzudXYXy0.000.00000.690.380.380.681.000.760.760.991.2451.141.141.231.451.521.521.441.641.91.91.621.812.282.281.791.972.662.661.942.123.043.042.092.253.423.422.232.393.83.82.36
d1=0,175HdR1=0,5Hdd2=0,282HdR2=0,2Hdd1 =0.137R1 =0.393d2 =0.221R2 =0.157Z = P+Hd4.59mV 7.26m/sR=4.10
Hoja2Diseo del muro del ala del Azud:Datos:Base.ro =30(m)Q.crecida =40(m/s)Q.diseo =8(m/s)P.Azud =3.80mCota toma del rio =3000(m)
Q. Media =18(m/s)Hd = He0.79mCaso Q >0,5Fb (m)0.4Altura de Muros de Aguas Abajo:H2 =4.20m
Hoja3
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