Calculos de Presion y Velocidad de Salida en Las Posas
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CALCULO DE VELOCIDAD DE SALIDA POZA Rp. MARIO 1 Aporte 1 A1 55.15 2 D 4" 5.08 cm R 2.54 cm 0.0254 A2 0.00810734 h 1.86 V 5.93969703 Q 0.04815514 48.1551351 0.04815514 1 99.27 2061.46239 34.3577065 99.27 4140 0.02397826 1 consumo 23.9782609 calculo de velicidad final Vo 0 V2 2254 115 V 47.4763099
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Transcript of Calculos de Presion y Velocidad de Salida en Las Posas
CALCULO DE VELOCIDAD DE SALIDA POZA Rp. MARIO 1Aporte
1A155.15
2D 4" 5.08 cmR 2.54 cm 0.0254
A2 0.00810734
h 1.86
V 5.93969703Q 0.04815514 48.1551351
0.04815514 199.27 2061.46239
34.3577065
99.27 41400.02397826 1
consumo 23.9782609
calculo de velicidad final
Vo 0V2 2254 115
V 47.4763099
14686.77 -35.2800361 36979791.18 19.6
Lt/s 10m3/s 0.01
m3 s0.01 1
m3 min0.01 0.01666667
99.27 165.452.7575
tiempo de perforación Aporte Vs vaciado de poza
lt s23.97 1
Lt h23.97 0.00027778
86292 186.292
10 1Lt h
10 0.0002777836000 1
36
50.29248.978
14686.770.1468677 19.6278585
19.7747262
0.1468677
RAMPA MARIO
Poza Rp. Mario 1 Válvulas hh= 1.8 m 2" reboceA= 55.15 m2 4" 0V= 99.27 m3V= 99270 Lt
Poza Rp. Mario 2 Válvulas hh= 1.1 m 4" reboceA= 33.8 m2 2" 0V= 37.18 m3V= 37180 Lt
Poza Rp. Mario 3 Válvulas hh= 3.5 m 2" 1.1A= 35.733 m2 2" 1.7V= 125.0655 m3V= 125065.5 Lt
12.97675.811
48.416
RAMPA PROMETIDA
Poza Rp.6 Prometida Válvulas hh= 2.3 m 2" 2.4A= 30.035 m2 2" 2.3V= 69.0805 m3 2" 2.2V= 69080.5 Lt 2" 2.1
2" 2
Poza Rp. Válvulas hh= mA= m2V= 0 m3V= 0 Lt
48.78976227.433
178.64324 m3
145.24896.45824
RAMPA 710
Poza Rp.710 - 1 Válvulas hpique h= 2.62 m 2" 0.68poza 710-1 A= 56.644 m2Rp. 1038 V= 148.40728 m3
V= 148407.28 Lt
Ingresa Punto 1 t (s)2" 6.3
h (m) r (m) A (m2) V (m3)0.225 0.1345 0.05683233 0.01278727
6.3 12.78727411 2.02972605 4.0594521 Lt/s
RAMPA RAUL
Poza Rp. Raul - 1 Válvulas hh= 2.2 m 2" 0.68A= 32.128 m2V= 70.6816 m3V= 70681.6 Lt
Ingresa Punto 1 t (s)2" 2.325
V (Lt) h (m) a (m) A (m2) V (m/s)12.7872741 0.0265 0.18945 0.00502043 1.41935484
2.325 3.3 Ingresa Q (Lt/s)7.1257645
Q (m3/s)0.00712576
Rp. MARIO
Punto 1 t (s)2.45
h (m) r (m) A (m2) V (m3) V (Lt)0.045 0.13125 0.05411897 0.00243535 2.43535359
2.45 2.435353591 0.99402188
Punto 2 t (s)3.2
h (m) r (m) A (m2) V (m3) V (Lt)0.06 0.13125 0.05411897 0.00324714 3.24713813
3.2 3.247138131 1.01473066
Punto 3 t (s)1.8
h (m) r (m) A (m2) V (m3) V (Lt)0.063 0.13125 0.05411897 0.0034095 3.40949503
1.8 3.409495031 1.89416391
Punto 4 t (s)1
h (m) r (m) A (m2) V (m3) V (Lt)0.25 0.135 0.05725566 0.01431392 14.313915
1 14.3139151 14.313915
Punto 5 t (s)1
h (m) r (m) A (m2) V (m3) V (Lt)0.274 0.135 0.05725566 0.01568805 15.6880508
1 15.68805081 15.6880508 11.7851344
Punto 6 t (s) Ultima sangría4.8
h (m) r (m) A (m2) V (m3) V (Lt)0.05 0.13075 0.05370742 0.00268537 2.68537096
4.8 2.685370961 0.55945228 1.11890457
Q= 16.806955
1090 rc 2mTiempo h a
3.2 10.8 34.83.42 11.5 35.53.04 10.8 40
9.8 3511.6 29.3
8.8 315.3 307.76.55.86.26.3
240 4
38.75 10036.9 95.2258065
POZA 1 RP. 1327 M2
POZA 2 122 M2
POZA 3 129 m2
