2
Flujo gradualemtne Variado a = 1 b = 0.0000045 Base = 0.30 m L = 3.60 m g = 9.81 T (seg) 1 0.25 20 9.00 9.81 10.09 10.20 2 0.25 25 9.80 8.40 7.98 8.01 3 0.25 30 10.70 7.25 7.10 7.20 4 0.25 40 11.80 6.50 6.50 6.40 5 0.25 50 12.70 6.00 6.18 6.20 T (seg) 1 0.09 9.81 10.09 10.20 0.367 0.357 2 0.098 8.40 7.98 8.01 0.429 0.451 3 0.107 7.25 7.10 7.20 0.497 0.507 4 0.118 6.50 6.50 6.40 0.554 0.554 5 0.127 6.00 6.18 6.20 0.600 0.583 1 0.0044 0.359 0.027 0.480 0.056 1.00008 2 0.0044 0.443 0.029 0.496 0.059 1.00007592 3 0.0044 0.501 0.032 0.514 0.062 1.00007206 4 0.0044 0.557 0.035 0.536 0.066 1.00006814 5 0.0044 0.588 0.038 0.554 0.069 1.00006543 Régimen 0.025 Subcrítico 0.030 Subcrítico 0.033 Subcrítico 0.034 Subcrítico 0.035 Subcrítico m/s 2 Ensayo Angulo (°) Q m 3 /h Y (cm) T1 T2 T3 Ensayo Y (m) VS(m/s) = L/T T1 T2 T3 VS1 VS2 Ensayo S 0 =Tan(q ) VS (m/s) A (m 2 ) P (m) R=A/P (m) b=a+b/R NF= V/(g*Y) 1/2

Informe 6 de mecánica de suelos

  • Upload
    ravb12

  • View
    218

  • Download
    3

Embed Size (px)

DESCRIPTION

Informe 6 de mecanica de suelos Universidad ricardo palma

Citation preview

Hoja1Flujo gradualemtne Variado

a =1b =0.0000045Base =0.30mL =3.60mg =9.81m/s2

EnsayoNAngulo()Qm3/hY(cm)T (seg)T1T2T310.25209.009.8110.0910.2020.25259.808.407.988.0130.253010.707.257.107.2040.254011.806.506.506.4050.255012.706.006.186.20

EnsayoNY(m)T (seg)VS(m/s) = L/TVSpromT1T2T3VS1VS2VS310.099.8110.0910.200.3670.3570.3530.35920.0988.407.988.010.4290.4510.4490.44330.1077.257.107.200.4970.5070.5000.50140.1186.506.506.400.5540.5540.5630.55750.1276.006.186.200.6000.5830.5810.588

EnsayoNS0=Tan(q)VS (m/s)A(m2)P(m)R=A/P(m)b=a+b/RV=Vs/(1+14*(b)1/2)(m/s)Qm3/sqm2/shCm2/shnm2/s

10.00440.3590.0270.4800.0561.000080.0240.00560.01850.03270.0400.00427606820.00440.4430.0290.4960.0591.00007591840.0300.00690.02310.03790.0470.004232209130.00440.5010.0320.5140.0621.00007205610.0330.00830.02780.04280.0540.00418555540.00440.5570.0350.5360.0661.00006813560.0370.01110.03700.05190.0640.004148690750.00440.5880.0380.5540.0691.00006543310.0390.01390.04630.06020.0650.004360520

NF= V/(g*Y)1/2Rgimen

0.025Subcrtico0.030Subcrtico0.033Subcrtico0.034Subcrtico0.035Subcrtico

/

Hoja2