infiltracionGasto Presa: Gasto Cimentacion:Q= Q= k*h*(n1/n2)Q= 0.060460695 cm3/s.m.l. Q= 0.508000

datos: datos:b= 53050 m.k= 0.0001 k= 0.0001h= 7620 m. h= 7620d= base-0.7Hh m. n1= 10d= 47716 m. n2= 15

Gasto total= 0.568461 cm3/s.m.l.

q= k*h*(n1/n2) anual seriaq= 0.5987142857 cm3/s.m.l. q= 48060.864

k= 0.0001 k= 0.0001h= 7620 h= 76.2n1= 55 n1= 13n2= 70 n2= 65

para el trazo de diagrama de subpresion de cimentaciones:

Δh/n= 3.81 m.

n h Δh hf1 76.2 3.81 72.392 76.2 7.62 68.583 76.2 11.43 64.774 76.2 15.24 60.965 76.2 19.05 57.156 76.2 22.86 53.347 76.2 26.67 49.538 76.2 30.48 45.729 76.2 34.29 41.91

10 76.2 38.1 38.111 76.2 41.91 34.2912 76.2 45.72 30.4813 76.2 49.53 26.6714 76.2 53.34 22.8615 76.2 57.15 19.0516 76.2 60.96 15.2417 76.2 64.77 11.4318 76.2 68.58 7.6219 76.2 72.39 3.81

k(√(h²+d²)-d)

20 76.2 76.2 0

Factor de seguridad de tubificacion:

F.S.= ϒ-1/(i*(1+e))

cm3/s · m.l.

m3/año

Libro Diseño

ΔLp= Kp/Kn*(bn1+bn2)/2si:Kn<Kp

S1= ΔL+m1*Δh+b+(H+ΔH)m2Lp= S1-(a+h)m2hx=x= 0 → x= Lpq=K'n=ΔL'p= Kp/K'n*(bn1+b'n2)/2

Datos:Q= 0.0001183913 m3/s x= 0b= 10.35 m. m1= 2.8bn= 10.05 m. m2= 1.9b'n= 40 m. 8.5Lp= 2701.95 m.L2= 165.4 m.Ks= 0.001 cm/s h= 1Kp= 0.0001 cm/s a= 0.5kn= 0.000001 cm/s H= 80

h'= 1

Calculo:

ΔLp= 2502.5si:

√(H²-(2*q*x/Kp))

Kp*((H²-(h+a)²)/(2Lp)((Kn+2*Ks*(bn+(b'n/2))/(π(hb+h'))*(Arcos(2*L2/b'n))

ΔH=

ΔLp=

Kn<Kp 0.000001 < 0.0001

S1= 2704.8Lp= 2701.95hx= 80x= 0 → x= Lp

x(m.) hx(m.)0 80

200 76.983400 73.844600 70.564800 67.125

1000 63.4991200 59.6541400 55.5431600 51.1031800 46.2382000 40.7962200 34.5082400 26.7812600 15.609

2701.95 1.500

q= 0.0001183913K'n= 0.0003382045CorregidosΔL'p= 7.399369968S1 corr= 73.849369968L'p= 70.999369968h'x= 80x= 0x(m.) hx(m.)

0 805 77.13

10 74.1515 71.0520 67.8125 64.4030 60.8035 56.9840 52.8745 48.4350 43.5355 38.0060 31.5265 23.30

70 9.6170.9995 1.50

q= 0.0045054977 m3/sK'n= 0.0003382045

m.m.m.m.m.m.m.

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