libro2
DESCRIPTION
rubenTRANSCRIPT
Intervalo de tiempo 10 MINVar. Tiempo 10 min = 600 seg.Area 1 acre 43560 pies2
- 0 0 0 0.50 3 21780 75.6 1.00 8 43560 153.2 1.50 17 65340 234.8 2.00 30 87120 320.4 2.50 43 108900 406 3.00 60 130680 495.6 3.50 78 152460 586.2 4.00 97 174240 677.8 4.50 117 196020 770.4 5.00 137 217800 863 5.50 156 239580 954.6 6.00 173 261360 1044.2 6.50 190 283140 1133.8 7.00 205 304920 1221.4 7.50 218 326700 1307 8.00 231 348480 1392.6 8.50 242 370260 1476.2 9.00 253 392040 1559.8 9.50 264 413820 1643.4 10.00 275 435600 1727
ELEVACION (H) pies
CAUDAL (Q) cfs
Almacenamiento (S) pies3 (2S/∆t) + Q
DATA DATA
Indice tiempo (min)
1 0 0 0 0 #DIV/0!2 10.00 60 21780 60 4,416.00 3 20.00 120 43560 180 4,536.00 4 30.00 180 65340 3005 40.00 240 87120 4206 50.00 300 108900 5407 60.00 360 130680 6608 70.00 320 152460 6809 80.00 280 174240 600
10 90.00 240 196020 52011 100.00 200 217800 44012 110.00 160 239580 36013 120.00 120 261360 28014 130.00 80 283140 20015 140.00 40 304920 12016 150.00 0 326700 4017 160.00 348480 018 170.00 37026019 180.00 39204020 190.00 41382021 200.00 43560022 210.00
Caudal de entrada Q
(cfs)I(j) + I(j+1) 〖𝟐𝑺〗_((𝒋))/∆𝒕 + 𝑸_((𝒋))
〖𝟐𝑺〗_((𝒋+𝟏))/∆𝒕 + 𝑸_((𝒋+𝟏))〖𝟐𝑺〗_((𝒋))/∆𝒕 + 𝑸_((𝒋))
base de vertede 10
RELACION "S vs H" RELACION "H VS Qsalida"
CURVA SUP(M2) V(m3) ΣV(m3) Altura(H) Q (m3/s)
820 1074691 820 107469 0.000 0.000 0 0.0002 821 142425 124947.000 124947.000 1 18.0323 822 182259 162342.000 287289.000 2 49.9614 823 228078 205168.500 492457.500 3 89.8735 824 278190 253134.000 745591.500 4 135.424
i tiempo I(m3/s) Q (m3/s)
0 0H 0.00 0.001 1H 70.00 70.002 2H 185.00 255.003 3H 90.00 275.004 4H 45.00 135.005 5H 20.00 65.006 6H 0.00 20.007 7H 0.00 0.008 8H 0.00 0.009 9H 0.00 0.00
10 10H 0.00 0.0011 11H 0.00 0.0012 12H 0.00 0.00
I(j) + I(j+1)
〖𝟐𝑺〗_((𝒋+𝟏))/∆𝒕 + 𝑸_((𝒋+𝟏))〖𝟐𝑺〗_((𝒋))/∆𝒕 + 𝑸_((𝒋))
〖𝟐𝑺〗_((𝒋))/∆𝒕 + 𝑸_((𝒋))〖𝟐𝑺〗_((𝒋))/∆𝒕 + 𝑸_((𝒋))
RELACION Qsalida VS
0.0087.45
209.57363.46549.64
〖𝟐𝑺〗_((𝒋))/∆𝒕 + 𝑸_((𝒋))
0.00 100.00 200.00 300.00 400.00 500.00 600.000.000
20.000
40.000
60.000
80.000
100.000
120.000
140.000
160.000
f(x) = 0.249685362597422 x − 1.77160215740823R² = 0.999300863432997
ALMACENAMIENTO
(2S/∆t)+Q
Q (C
auda
l de
Salid
a)
0.00 100.00 200.00 300.00 400.00 500.00 600.000.000
20.000
40.000
60.000
80.000
100.000
120.000
140.000
160.000
f(x) = 0.249685362597422 x − 1.77160215740823R² = 0.999300863432997
ALMACENAMIENTO
(2S/∆t)+Q
Q (C
auda
l de
Salid
a)