Post on 03-Jan-2016
FACULTAD NACIONAL DE INGENIERÍA CIVIL TRABAJO PRACTICO Nº 2
CIV 2238 - SISTEMAS DE AGUA POTABLE
REDES CERRADAS
1.- Calcular caudales y diámetros de cada tramo (ramal)
2.- Con los métodos del Gradiente Hidráulico, calcular presiones en los nodos aplicando H.Cross y NewRaphson
3.- Con los coeficientes K2, simular el funcionamiento de la red a Hs. 3:00; 11:00 y 17:00
CAUDAL DE DISEÑO Nº Lista L
1 41 1000
Qdis = (D + M + A + N) 2 42 990
3 43 980
D = Dia de nacimiento 4 44 970
M = Més de nacimiento 5 45 960
A = Año en el que ha nacido 6 46 950
N = Nº de lista 7 47 940
8 48 930
9 49 920
a 10 50 910
Dia nacim D = 17 11 51 900
Mes nacim M = 11 12 52 890
Año nacim A = 90 13 53 880
Nº lista N = 13 14 54 870
∑ = 131 15 55 860
16 56 850
Caso a): Qdis = 131 (l/s) 17 57 840
18 58 830
19 59 820
20 60 810
CONSUMOS EN LOS NODOS 21 61 1000
22 62 990
qA = 14.0 % Qdis 18.34 23 63 980
qB = 10.0 % Qdis 13.10 24 64 970
qC = 9.0 % Qdis 11.79 25 65 960
qD = 8.0 % Qdis 10.48 26 66 950
qE = 7.0 % Qdis 9.17 27 67 940
qF = 6.0 % Qdis 7.86 28 68 930
qG = 9.5 % Qdis 12.45 29 69 920
qH = 8.5 % Qdis 11.14 30 70 910
qJ = 7.5 % Qdis 9.83 32 72 890
qK = 6.5 % Qdis 8.52 33 73 880
qM= 5.5 % Qdis 7.21 35 75 860
qN = 8.5 % Qdis 11.135 36 76 850
∑q = 100.000 131 40 80 810
DATOS
Nº Lista L T A B C D E F G H J K M N
13 880 2835 2810 2815 2801 2802 2795 2790 2785 2797 2800 2805 2814 2810
▼ Agua en el tanque
METODO GRADIENTE HIDRAULICO(HARDY CROOS)1 COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B C D E F G H J K M N T20 Hº 2835 2810 2815 2801 2802 2795 2790 2785 2797 2800 2805 2814 2810 2845.000
L= 792 Tramo Nº Qtram D Dc V L C K hf cotas 2835 2830 2826 2817 2820 2825 2821 2816 2825 2833 2838 2828 2833 2845.000Q= 67.331 T1-A 0 67.331 0.293 0.300 0.953 792.000 150 277 1.875
D= 0.2927947 A-E 1 17.459 0.149 0.150 0.988 792.000 150 8113 4.502 COMPENSACION DE LAS COTAS PIEZOMETRICAS1 A-B 2 31.532 0.200 0.200 1.004 748.000 150 1888 3.131
Q= 17.459 A 2 B-F 3 13.716 0.132 0.150 0.776 704.000 150 7212 2.560 Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
L= 792 Q= 31.532 B-C 4 4.716 0.077 0.075 1.067 792.000 150 237258 11.659
AT1,A 2835.00 2830.00 5.00 277.45 0.1143 0.02287 2.162823 2832.163
L= 748 13.10 3 E-D 5 8.289 0.103 0.100 1.055 880.000 150 64942 9.069 A,B 2830.00 2826.00 4.00 1887.68 -0.0360 0.00900
9.17 E 18.34 Q= 13.72 D-C 6 4.716 0.077 0.075 1.067 880.000 150 263620 12.955 A,E 2830.00 2825.00 5.00 8113.42 -0.0185 0.00370
B L= 880 7.86 F-G 7 5.856 0.086 0.100 0.746 880.000 150 64942 4.766 qA = -0.0183
C-J 8 2.358 0.055 0.075 0.534 880.000 150 263620 3.589 ∑QA = 0.0415 0.03556 2.162823
F D-M 9 6.907 0.094 0.100 0.879 440.000 150 32471 3.235
5 Anillo I M-N 10 14.112 0.134 0.150 0.799 660.000 150 6761 2.530 Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
Q= 8.289 4 K-N 11 25.247 0.179 0.200 0.804 440.000 150 1110 1.220
BA,B 2830.000 2826.00 4.00 1887.68 0.0360 0.00900 -0.123973 2825.876
L= 792 Q= 4.716 J-K 12 29.907 0.195 0.200 0.952 792.000 150 1999 3.005 B,C 2826.00 2817.00 9.00 237257.66 -0.0041 0.00046
L= 880 7 J-H 13 17.724 0.150 0.150 1.003 880.000 150 9015 5.144 B,F 2826.00 2821.00 5.00 7211.93 -0.0197 0.00394
6 Q= 5.86 G-H 14 6.589 0.092 0.100 0.839 792.000 150 58448 5.335 qB = -0.0131
D Q= 4.716 L= 704 T2-K 15 63.669 0.285 0.300 0.901 1056.000 150 370 2.254 ∑QB = -0.0009 0.01339 -0.123973
L= 880 Anillo II
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
10.48 C 11.79
CB,C 2826.00 2817.00 9.00 237257.66 0.0041 0.00046 -0.3251476 2816.675
9 G D,C 2820.00 2817.00 3.00 263619.62 0.0021 0.00071
Q= 6.907 8 12.45 J,C 2833.00 2817.00 16.00 263619.62 0.0053 0.00033
L= 660 Q= 2.358 qC = -0.0118
L= 440 ∑QC = -0.0003 0.00150 -0.3251476
Anillo III 9.83 14
M Q= 6.59 Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
J H L= 792D
D,C 2820.00 2817.00 3.00 263619.62 -0.0021 0.00071 2.5920689 2822.592
7.21 12 13 E,D 2825.00 2820.00 5.00 64942.06 0.0060 0.00120
Q= 29.907 Q= 17.724 M,D 2828.00 2820.00 8.00 32471.03 0.0113 0.00141
10 L= 440 L= 880 11.14 qD = -0.0105
Q= 14.112 ∑QD = 0.0047 0.00332 2.5920689
L= 792
N Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
KE A,E 2830.00 2825.00 5.00 8113.42 0.0185 0.00370 1.24663 2826.247
11 E,D 2825.00 2820.00 5.00 64942.06 -0.0060 0.00120
Q= 25.247 8.52 qE = -0.0092
11.135 L= 748 ∑QE = 0.0033 0.00490 1.24663
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
15F
B,F 2826.00 2821.00 5.00 7211.93 0.0197 0.00394 2.096947 2823.097
L= 1056 F,G 2821.00 2816.00 5.00 64942.06 -0.0060 0.00120
Q= 63.669 qF = -0.0079
D= 0.28472 ∑QF = 0.0058 0.00514 2.096947###
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2821.00 2816.00 5.00 64942.06 0.0060 0.00120 1.962565 2817.963
T1 H,G 2825.00 2816.00 9.00 58447.86 0.0087 0.00097
qG = -0.0124
∑QG = 0.0023 0.00217 1.962565
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2825.00 2816.00 9.00 58447.86 -0.0087 0.00097 1.284638 2826.285
J,H 2833.00 2825.00 8.00 9014.92 0.0225 0.00281
qH = -0.0111
∑QH = 0.0026 0.00378 1.284638
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2838.00 2833.00 5.00 1998.72 0.0394 0.00787 0.296113 2833.296
J,H 2833.00 2825.00 8.00 9014.92 -0.0225 0.00281
J,C 2833.00 2817.00 16.00 263619.62 -0.0053 0.00033
qJ= -0.0098
∑QJ= 0.0018 0.01102 0.296113
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2838.00 7.00 369.94 0.1174 0.01677 0.806157 2838.806
K,J 2838.00 2833.00 5.00 1998.72 -0.0394 0.00787
K,N 2838.00 2833.00 5.00 1110.40 -0.0541 0.01081
qK = -0.0085
∑QK= 0.0154 0.03546 0.806157
ECUACIONES DE CAUDAL (NODO)Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
Tramo 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 qnM
N,M 2833.00 2828.00 5.00 6761.19 0.0204 0.00408 0.648454 2828.648
M,D 2828.00 2820.00 8.00 32471.03 -0.0113 0.00141
Qo - qA = 0 qM = -0.0072
∑QM = 0.0019 0.00549 0.648454
- qB = 0
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
- qC = 0N K,N 2838.00 2833.00 5.00 1110.40 0.0541 0.01081 2.804447 2835.804
N,M 2833.00 2828.00 5.00 6761.19 -0.0204 0.00408
- qD = 0 qN = -0.0111
∑QN = 0.0226 0.01489 2.804447
- qE = 0
2 .- ITERACION - qF = 0
Nodo T1 A B C D E F G H J K M N T2 - qG = 0 Hº 2835.000 2832.163 2825.876 2816.675 2822.592 2826.247 2823.097 2817.963 2826.285 2833.296 2838.806 2828.648 2835.804 2845.000
- qH = 0 COMPENSACION DE LAS COTAS PIEZOMETRICAS
- qI = 0 Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2832.16 2.84 277.45 0.0842 0.02968 -0.014587 2832.148
- qJ = 0 A,B 2832.16 2825.88 6.29 1887.68 -0.0459 0.00731
A,E 2832.16 2826.25 5.92 8113.42 -0.0202 0.00342
- qK = 0 qA = -0.0183
∑QA = -0.0003 0.04041 -0.014587
- qL = 0
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
- qM = 0B
A,B 2832.163 2825.88 6.29 1887.68 0.0459 0.00731 2.058353 2827.934
B,C 2825.88 2816.67 9.20 237257.66 -0.0041 0.00045
- qN = 0 B,F 2825.88 2823.10 2.78 7211.93 -0.0143 0.00516
qB = -0.0131
- qO = 0 ∑QB = 0.0144 0.01292 2.058353
- qP = 0 Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2825.88 2816.67 9.20 237257.66 0.0041 0.00045 1.2048745 2817.880
- qQ = 0 D,C 2822.59 2816.67 5.92 263619.62 0.0031 0.00052
J,C 2833.30 2816.67 16.62 263619.62 0.0054 0.00032
qC = -0.0118
∑QC = 0.0008 0.00130 1.2048745
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2822.59 2816.67 5.92 263619.62 -0.0031 0.00052 0.6307317 2823.223
E,D 2826.25 2822.59 3.65 64942.06 0.0051 0.00139
M,D 2828.65 2822.59 6.06 32471.03 0.0097 0.00160
qD = -0.0105
∑QD = 0.0012 0.00351 0.6307317
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2832.16 2826.25 5.92 8113.42 0.0202 0.00342 2.30686 2828.553
E,D 2826.25 2822.59 3.65 64942.06 -0.0051 0.00139
qE = -0.0092
∑QE = 0.0060 0.00481 2.30686
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2825.88 2823.10 2.78 7211.93 0.0143 0.00516 0.111505 2823.208
F,G 2823.10 2817.96 5.13 64942.06 -0.0061 0.00119
qF = -0.0079
∑QF = 0.0004 0.00635 0.111505
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2823.10 2817.96 5.13 64942.06 0.0061 0.00119 1.711513 2819.674
H,G 2826.28 2817.96 8.32 58447.86 0.0084 0.00101
qG = -0.0124
∑QG = 0.0020 0.00219 1.711513
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2826.28 2817.96 8.32 58447.86 -0.0084 0.00101 0.667361 2826.952
J,H 2833.30 2826.28 7.01 9014.92 0.0210 0.00299
qH = -0.0111
∑QH = 0.0014 0.00399 0.667361
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2838.81 2833.30 5.51 1998.72 0.0415 0.00753 0.908365 2834.204
J,H 2833.30 2826.28 7.01 9014.92 -0.0210 0.00299
J,C 2833.30 2816.67 16.62 263619.62 -0.0054 0.00032
qJ= -0.0098
∑QJ= 0.0053 0.01084 0.908365
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2838.81 6.19 369.94 0.1099 0.01774 0.895491 2839.702
K,J 2838.81 2833.30 5.51 1998.72 -0.0415 0.00753
K,N 2838.81 2835.80 3.00 1110.40 -0.0411 0.01368
qK = -0.0085
∑QK= 0.0188 0.03895 0.895491
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2835.80 2828.65 7.16 6761.19 0.0247 0.00346 2.873289 2831.522
M,D 2828.65 2822.59 6.06 32471.03 -0.0097 0.00160
qM = -0.0072
∑QM = 0.0078 0.00506 2.873289
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2838.81 2835.80 3.00 1110.40 0.0411 0.01368 0.559318 2836.364
N,M 2835.80 2828.65 7.16 6761.19 -0.0247 0.00346
qN = -0.0111
∑QN = 0.0052 0.01713 0.559318
3 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2832.148 2827.934 2817.880 2823.223 2828.553 2823.208 2819.674 2826.952 2834.204 2839.702 2831.522 2836.364 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2832.15 2.85 277.45 0.0844 0.02961 0.590563 2832.739
A,B 2832.15 2827.93 4.21 1887.68 -0.0370 0.00879
A,E 2832.15 2828.55 3.59 8113.42 -0.0155 0.00430
qA = -0.0183
∑QA = 0.0136 0.04269 0.590563
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2832.148 2827.93 4.21 1887.68 0.0370 0.00879 0.065313 2828.000
B,C 2827.93 2817.88 10.05 237257.66 -0.0044 0.00043
B,F 2827.93 2823.21 4.73 7211.93 -0.0191 0.00404
qB = -0.0131
∑QB = 0.0005 0.01326 0.065313
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2827.93 2817.88 10.05 237257.66 0.0044 0.00043 1.1757541 2819.055
D,C 2823.22 2817.88 5.34 263619.62 0.0029 0.00055
J,C 2834.20 2817.88 16.32 263619.62 0.0053 0.00033
qC = -0.0118
∑QC = 0.0008 0.00131 1.1757541
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2823.22 2817.88 5.34 263619.62 -0.0029 0.00055 2.5733556 2825.796
E,D 2828.55 2823.22 5.33 64942.06 0.0062 0.00117
M,D 2831.52 2823.22 8.30 32471.03 0.0115 0.00138
qD = -0.0105
∑QD = 0.0043 0.00310 2.5733556
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2832.15 2828.55 3.59 8113.42 0.0155 0.00430 0.02361 2828.577
E,D 2828.55 2823.22 5.33 64942.06 -0.0062 0.00117
qE = -0.0092
∑QE = 0.0001 0.00547 0.02361
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2827.93 2823.21 4.73 7211.93 0.0191 0.00404 2.125356 2825.334
F,G 2823.21 2819.67 3.53 64942.06 -0.0050 0.00141
qF = -0.0079
∑QF = 0.0063 0.00545 2.125356
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2823.21 2819.67 3.53 64942.06 0.0050 0.00141 0.245859 2819.920
H,G 2826.95 2819.67 7.28 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0003 0.00248 0.245859
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2826.95 2819.67 7.28 58447.86 -0.0078 0.00107 1.112431 2828.064
J,H 2834.20 2826.95 7.25 9014.92 0.0213 0.00294
qH = -0.0111
∑QH = 0.0024 0.00401 1.112431
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2839.70 2834.20 5.50 1998.72 0.0414 0.00754 0.845182 2835.050
J,H 2834.20 2826.95 7.25 9014.92 -0.0213 0.00294
J,C 2834.20 2817.88 16.32 263619.62 -0.0053 0.00033
qJ= -0.0098
∑QJ= 0.0049 0.01081 0.845182
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2839.70 5.30 369.94 0.1010 0.01906 0.354127 2840.056
K,J 2839.70 2834.20 5.50 1998.72 -0.0414 0.00754
K,N 2839.70 2836.36 3.34 1110.40 -0.0435 0.01302
qK = -0.0085
∑QK= 0.0076 0.03962 0.354127
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2836.36 2831.52 4.84 6761.19 0.0200 0.00414 0.451028 2831.973
M,D 2831.52 2823.22 8.30 32471.03 -0.0115 0.00138
qM = -0.0072
∑QM = 0.0013 0.00552 0.451028
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2839.70 2836.36 3.34 1110.40 0.0435 0.01302 1.327422 2837.691
N,M 2836.36 2831.52 4.84 6761.19 -0.0200 0.00414
qN = -0.0111
∑QN = 0.0123 0.01716 1.327422
4 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2832.739 2828.000 2819.055 2825.796 2828.577 2825.334 2819.920 2828.064 2835.050 2840.056 2831.973 2837.691 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2832.74 2.26 277.45 0.0745 0.03294 -0.001036 2832.738
A,B 2832.74 2828.00 4.74 1887.68 -0.0394 0.00832
A,E 2832.74 2828.58 4.16 8113.42 -0.0167 0.00402
qA = -0.0183
∑QA = 0.0000 0.04529 -0.001036
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2832.739 2828.00 4.74 1887.68 0.0394 0.00832 1.086632 2829.086
B,C 2828.00 2819.06 8.94 237257.66 -0.0041 0.00046
B,F 2828.00 2825.33 2.67 7211.93 -0.0140 0.00526
qB = -0.0131
∑QB = 0.0082 0.01404 1.086632
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2828.00 2819.06 8.94 237257.66 0.0041 0.00046 1.2967084 2820.352
D,C 2825.80 2819.06 6.74 263619.62 0.0033 0.00049
J,C 2835.05 2819.06 15.99 263619.62 0.0053 0.00033
qC = -0.0118
∑QC = 0.0009 0.00128 1.2967084
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2825.80 2819.06 6.74 263619.62 -0.0033 0.00049 0.1916828 2825.988
E,D 2828.58 2825.80 2.78 64942.06 0.0044 0.00157
M,D 2831.97 2825.80 6.18 32471.03 0.0098 0.00159
qD = -0.0105
∑QD = 0.0004 0.00365 0.1916828
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2832.74 2828.58 4.16 8113.42 0.0167 0.00402 1.05426 2829.631
E,D 2828.58 2825.80 2.78 64942.06 -0.0044 0.00157
qE = -0.0092
∑QE = 0.0032 0.00560 1.05426
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2828.00 2825.33 2.67 7211.93 0.0140 0.00526 -0.032677 2825.301
F,G 2825.33 2819.92 5.41 64942.06 -0.0063 0.00116
qF = -0.0079
∑QF = -0.0001 0.00642 -0.032677
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2825.33 2819.92 5.41 64942.06 0.0063 0.00116 1.794247 2821.714
H,G 2828.06 2819.92 8.14 58447.86 0.0083 0.00102
qG = -0.0124
∑QG = 0.0021 0.00218 1.794247
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2828.06 2819.92 8.14 58447.86 -0.0083 0.00102 0.690053 2828.754
J,H 2835.05 2828.06 6.99 9014.92 0.0209 0.00299
qH = -0.0111
∑QH = 0.0015 0.00401 0.690053
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2840.06 2835.05 5.01 1998.72 0.0394 0.00787 0.558798 2835.608
J,H 2835.05 2828.06 6.99 9014.92 -0.0209 0.00299
J,C 2835.05 2819.06 15.99 263619.62 -0.0053 0.00033
qJ= -0.0098
∑QJ= 0.0034 0.01119 0.558798
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2840.06 4.94 369.94 0.0973 0.01968 0.575314 2840.631
K,J 2840.06 2835.05 5.01 1998.72 -0.0394 0.00787
K,N 2840.06 2837.69 2.36 1110.40 -0.0361 0.01526
qK = -0.0085
∑QK= 0.0133 0.04281 0.575314
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2837.69 2831.97 5.72 6761.19 0.0219 0.00383 1.681982 2833.655
M,D 2831.97 2825.80 6.18 32471.03 -0.0098 0.00159
qM = -0.0072
∑QM = 0.0049 0.00542 1.681982
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2840.06 2837.69 2.36 1110.40 0.0361 0.01526 0.294281 2837.985
N,M 2837.69 2831.97 5.72 6761.19 -0.0219 0.00383
qN = -0.0111
∑QN = 0.0030 0.01910 0.294281
5 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2832.738 2829.086 2820.352 2825.988 2829.631 2825.301 2821.714 2828.754 2835.608 2840.631 2833.655 2837.985 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2832.74 2.26 277.45 0.0745 0.03294 0.300664 2833.038
A,B 2832.74 2829.09 3.65 1887.68 -0.0343 0.00938
A,E 2832.74 2829.63 3.11 8113.42 -0.0143 0.00460
qA = -0.0183
∑QA = 0.0076 0.04692 0.300664
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2832.738 2829.09 3.65 1887.68 0.0343 0.00938 0.024297 2829.111
B,C 2829.09 2820.35 8.73 237257.66 -0.0040 0.00046
B,F 2829.09 2825.30 3.79 7211.93 -0.0169 0.00448
qB = -0.0131
∑QB = 0.0002 0.01432 0.024297
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2829.09 2820.35 8.73 237257.66 0.0040 0.00046 0.5623699 2820.915
D,C 2825.99 2820.35 5.64 263619.62 0.0030 0.00053
J,C 2835.61 2820.35 15.26 263619.62 0.0052 0.00034
qC = -0.0118
∑QC = 0.0004 0.00133 0.5623699
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2825.99 2820.35 5.64 263619.62 -0.0030 0.00053 1.4240141 2827.412
E,D 2829.63 2825.99 3.64 64942.06 0.0051 0.00139
M,D 2833.65 2825.99 7.67 32471.03 0.0110 0.00144
qD = -0.0105
∑QD = 0.0026 0.00336 1.4240141
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2832.74 2829.63 3.11 8113.42 0.0143 0.00460 0.01642 2829.648
E,D 2829.63 2825.99 3.64 64942.06 -0.0051 0.00139
qE = -0.0092
∑QE = 0.0001 0.00599 0.01642
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2829.09 2825.30 3.79 7211.93 0.0169 0.00448 1.279199 2826.580
F,G 2825.30 2821.71 3.59 64942.06 -0.0050 0.00140
qF = -0.0079
∑QF = 0.0041 0.00588 1.279199
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2825.30 2821.71 3.59 64942.06 0.0050 0.00140 0.171826 2821.886
H,G 2828.75 2821.71 7.04 58447.86 0.0077 0.00109
qG = -0.0124
∑QG = 0.0002 0.00249 0.171826
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2828.75 2821.71 7.04 58447.86 -0.0077 0.00109 0.860189 2829.615
J,H 2835.61 2828.75 6.85 9014.92 0.0207 0.00302
qH = -0.0111
∑QH = 0.0019 0.00411 0.860189
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2840.63 2835.61 5.02 1998.72 0.0395 0.00786 0.626465 2836.235
J,H 2835.61 2828.75 6.85 9014.92 -0.0207 0.00302
J,C 2835.61 2820.35 15.26 263619.62 -0.0052 0.00034
qJ= -0.0098
∑QJ= 0.0038 0.01121 0.626465
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2840.63 4.37 369.94 0.0910 0.02083 0.200966 2840.832
K,J 2840.63 2835.61 5.02 1998.72 -0.0395 0.00786
K,N 2840.63 2837.99 2.65 1110.40 -0.0383 0.01449
qK = -0.0085
∑QK= 0.0047 0.04318 0.200966
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2837.99 2833.65 4.33 6761.19 0.0189 0.00436 0.209161 2833.864
M,D 2833.65 2825.99 7.67 32471.03 -0.0110 0.00144
qM = -0.0072
ΣQ,A F1= - Q1 - Q2
ΣQ,B F2= + Q2 - Q3
ΣQ,C F3= Q3 - Q5 - Q7
ΣQ,D F4= Q5 Q6 - Q8
ΣQ,E F5= Q1 - Q4
ΣQ,F F6= Q4 - Q6 - Q9
ΣQ,G F7= + Q9 - Q10
ΣQ,H F8= + Q10 +Q11 - Q14
ΣQ,I F9= +Q8 -Q11 +Q12
ΣQ,J F10= + Q7 -Q12 -Q13
ΣQ,K F11= Q13 -Q16 -Q20
ΣQ,L F12= Q20 -Q22
ΣQ,M F13= Q15 Q16 -Q19
ΣQ,N F14= Q18 Q19 -Q21
ΣQ,O F15= Q21 Q22
ΣQ,P F16= Q14 -Q15 -Q17
ΣQ,Q F17= Q17 -Q18
T1
T2
87,4852,1
67,10
DC
LK
ij
ij
AA
h
Q
Q,ΔH
8521
ij
ij
AA
h
Q
Q,ΔH
8521
∑QM = 0.0007 0.00579 0.209161
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2840.63 2837.99 2.65 1110.40 0.0383 0.01449 0.819919 2838.805
N,M 2837.99 2833.65 4.33 6761.19 -0.0189 0.00436
qN = -0.0111
∑QN = 0.0083 0.01885 0.819919
6 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.038 2829.111 2820.915 2827.412 2829.648 2826.580 2821.886 2829.615 2836.235 2840.832 2833.864 2838.805 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.04 1.96 277.45 0.0690 0.03517 0.001014 2833.039
A,B 2833.04 2829.11 3.93 1887.68 -0.0356 0.00907
A,E 2833.04 2829.65 3.39 8113.42 -0.0150 0.00442
qA = -0.0183
∑QA = 0.0000 0.04866 0.001014
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.038 2829.11 3.93 1887.68 0.0356 0.00907 0.621458 2829.732
B,C 2829.11 2820.91 8.20 237257.66 -0.0039 0.00048
B,F 2829.11 2826.58 2.53 7211.93 -0.0136 0.00539
qB = -0.0131
∑QB = 0.0050 0.01494 0.621458
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2829.11 2820.91 8.20 237257.66 0.0039 0.00048 0.7345496 2821.649
D,C 2827.41 2820.91 6.50 263619.62 0.0032 0.00050
J,C 2836.23 2820.91 15.32 263619.62 0.0052 0.00034
qC = -0.0118
∑QC = 0.0005 0.00131 0.7345496
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2827.41 2820.91 6.50 263619.62 -0.0032 0.00050 0.0927833 2827.505
E,D 2829.65 2827.41 2.24 64942.06 0.0039 0.00174
M,D 2833.86 2827.41 6.45 32471.03 0.0100 0.00155
qD = -0.0105
∑QD = 0.0002 0.00379 0.0927833
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.04 2829.65 3.39 8113.42 0.0150 0.00442 0.57704 2830.225
E,D 2829.65 2827.41 2.24 64942.06 -0.0039 0.00174
qE = -0.0092
∑QE = 0.0019 0.00616 0.57704
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2829.11 2826.58 2.53 7211.93 0.0136 0.00539 -0.010612 2826.570
F,G 2826.58 2821.89 4.69 64942.06 -0.0058 0.00124
qF = -0.0079
∑QF = 0.0000 0.00662 -0.010612
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2826.58 2821.89 4.69 64942.06 0.0058 0.00124 1.147220 2823.033
H,G 2829.61 2821.89 7.73 58447.86 0.0080 0.00104
qG = -0.0124
∑QG = 0.0014 0.00228 1.147220
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2829.61 2821.89 7.73 58447.86 -0.0080 0.00104 0.508301 2830.123
J,H 2836.23 2829.61 6.62 9014.92 0.0203 0.00307
qH = -0.0111
∑QH = 0.0011 0.00411 0.508301
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2840.83 2836.23 4.60 1998.72 0.0376 0.00818 0.371378 2836.606
J,H 2836.23 2829.61 6.62 9014.92 -0.0203 0.00307
J,C 2836.23 2820.91 15.32 263619.62 -0.0052 0.00034
qJ= -0.0098
∑QJ= 0.0023 0.01159 0.371378
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2840.83 4.17 369.94 0.0887 0.02129 0.378926 2841.211
K,J 2840.83 2836.23 4.60 1998.72 -0.0376 0.00818
K,N 2840.83 2838.81 2.03 1110.40 -0.0332 0.01638
qK = -0.0085
∑QK= 0.0094 0.04586 0.378926
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2838.81 2833.86 4.94 6761.19 0.0203 0.00410 0.991216 2834.855
M,D 2833.86 2827.41 6.45 32471.03 -0.0100 0.00155
qM = -0.0072
∑QM = 0.0030 0.00565 0.991216
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2840.83 2838.81 2.03 1110.40 0.0332 0.01638 0.163911 2838.969
N,M 2838.81 2833.86 4.94 6761.19 -0.0203 0.00410
qN = -0.0111
∑QN = 0.0018 0.02048 0.163911
7 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.039 2829.732 2821.649 2827.505 2830.225 2826.570 2823.033 2830.123 2836.606 2841.211 2834.855 2838.969 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.04 1.96 277.45 0.0690 0.03518 0.171027 2833.210
A,B 2833.04 2829.73 3.31 1887.68 -0.0325 0.00982
A,E 2833.04 2830.22 2.81 8113.42 -0.0135 0.00481
qA = -0.0183
∑QA = 0.0046 0.04981 0.171027
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.039 2829.73 3.31 1887.68 0.0325 0.00982 0.016792 2829.749
B,C 2829.73 2821.65 8.08 237257.66 -0.0039 0.00048
B,F 2829.73 2826.57 3.16 7211.93 -0.0154 0.00486
qB = -0.0131
∑QB = 0.0001 0.01516 0.016792
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2829.73 2821.65 8.08 237257.66 0.0039 0.00048 0.3412538 2821.990
D,C 2827.50 2821.65 5.86 263619.62 0.0031 0.00052
J,C 2836.61 2821.65 14.96 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0002 0.00134 0.3412538
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2827.50 2821.65 5.86 263619.62 -0.0031 0.00052 0.7935417 2828.298
E,D 2830.22 2827.50 2.72 64942.06 0.0043 0.00159
M,D 2834.86 2827.50 7.35 32471.03 0.0108 0.00146
qD = -0.0105
∑QD = 0.0015 0.00358 0.7935417
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.04 2830.22 2.81 8113.42 0.0135 0.00481 0.01490 2830.240
E,D 2830.22 2827.50 2.72 64942.06 -0.0043 0.00159
qE = -0.0092
∑QE = 0.0001 0.00640 0.01490
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2829.73 2826.57 3.16 7211.93 0.0154 0.00486 0.747075 2827.317
F,G 2826.57 2823.03 3.54 64942.06 -0.0050 0.00141
qF = -0.0079
∑QF = 0.0025 0.00627 0.747075
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2826.57 2823.03 3.54 64942.06 0.0050 0.00141 0.164523 2823.198
H,G 2830.12 2823.03 7.09 58447.86 0.0077 0.00108
qG = -0.0124
∑QG = 0.0002 0.00249 0.164523
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2830.12 2823.03 7.09 58447.86 -0.0077 0.00108 0.560897 2830.684
J,H 2836.61 2830.12 6.48 9014.92 0.0201 0.00310
qH = -0.0111
∑QH = 0.0013 0.00418 0.560897
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2841.21 2836.61 4.60 1998.72 0.0377 0.00818 0.422756 2837.029
J,H 2836.61 2830.12 6.48 9014.92 -0.0201 0.00310
J,C 2836.61 2821.65 14.96 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0027 0.01162 0.422756
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2841.21 3.79 369.94 0.0843 0.02224 0.122231 2841.333
K,J 2841.21 2836.61 4.60 1998.72 -0.0377 0.00818
K,N 2841.21 2838.97 2.24 1110.40 -0.0351 0.01564
qK = -0.0085
∑QK= 0.0030 0.04606 0.122231
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2838.97 2834.86 4.11 6761.19 0.0184 0.00446 0.120801 2834.976
M,D 2834.86 2827.50 7.35 32471.03 -0.0108 0.00146
qM = -0.0072
∑QM = 0.0004 0.00592 0.120801
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2841.21 2838.97 2.24 1110.40 0.0351 0.01564 0.514020 2839.483
N,M 2838.97 2834.86 4.11 6761.19 -0.0184 0.00446
qN = -0.0111
∑QN = 0.0056 0.02010 0.514020
8 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.210 2829.749 2821.990 2828.298 2830.240 2827.317 2823.198 2830.684 2837.029 2841.333 2834.976 2839.483 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.21 1.79 277.45 0.0657 0.03669 0.002661 2833.213
A,B 2833.21 2829.75 3.46 1887.68 -0.0333 0.00962
A,E 2833.21 2830.24 2.97 8113.42 -0.0139 0.00470
qA = -0.0183
∑QA = 0.0001 0.05100 0.002661
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.210 2829.75 3.46 1887.68 0.0333 0.00962 0.363932 2830.113
B,C 2829.75 2821.99 7.76 237257.66 -0.0038 0.00049
B,F 2829.75 2827.32 2.43 7211.93 -0.0133 0.00549
qB = -0.0131
∑QB = 0.0031 0.01559 0.363932
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2829.75 2821.99 7.76 237257.66 0.0038 0.00049 0.4216771 2822.412
D,C 2828.30 2821.99 6.31 263619.62 0.0032 0.00051
J,C 2837.03 2821.99 15.04 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0003 0.00133 0.4216771
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2828.30 2821.99 6.31 263619.62 -0.0032 0.00051 0.0684305 2828.367
E,D 2830.24 2828.30 1.94 64942.06 0.0036 0.00186
M,D 2834.98 2828.30 6.68 32471.03 0.0102 0.00153
qD = -0.0105
∑QD = 0.0001 0.00389 0.0684305
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.21 2830.24 2.97 8113.42 0.0139 0.00470 0.33137 2830.571
E,D 2830.24 2828.30 1.94 64942.06 -0.0036 0.00186
qE = -0.0092
∑QE = 0.0012 0.00655 0.33137
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2829.75 2827.32 2.43 7211.93 0.0133 0.00549 0.018971 2827.336
F,G 2827.32 2823.20 4.12 64942.06 -0.0054 0.00131
qF = -0.0079
∑QF = 0.0001 0.00680 0.018971
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2827.32 2823.20 4.12 64942.06 0.0054 0.00131 0.686082 2823.884
H,G 2830.68 2823.20 7.49 58447.86 0.0079 0.00106
qG = -0.0124
∑QG = 0.0009 0.00237 0.686082
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2830.68 2823.20 7.49 58447.86 -0.0079 0.00106 0.356271 2831.040
J,H 2837.03 2830.68 6.35 9014.92 0.0199 0.00313
qH = -0.0111
∑QH = 0.0008 0.00419 0.356271
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2841.33 2837.03 4.30 1998.72 0.0363 0.00844 0.236672 2837.266
J,H 2837.03 2830.68 6.35 9014.92 -0.0199 0.00313
J,C 2837.03 2821.99 15.04 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0015 0.01190 0.236672
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2841.33 3.67 369.94 0.0828 0.02258 0.244995 2841.578
K,J 2841.33 2837.03 4.30 1998.72 -0.0363 0.00844
K,N 2841.33 2839.48 1.85 1110.40 -0.0316 0.01709
qK = -0.0085
∑QK= 0.0064 0.04810 0.244995
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2839.48 2834.98 4.51 6761.19 0.0193 0.00428 0.592257 2835.568
M,D 2834.98 2828.30 6.68 32471.03 -0.0102 0.00153
qM = -0.0072
∑QM = 0.0019 0.00581 0.592257
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2841.33 2839.48 1.85 1110.40 0.0316 0.01709 0.103806 2839.587
N,M 2839.48 2834.98 4.51 6761.19 -0.0193 0.00428
qN = -0.0111
∑QN = 0.0012 0.02136 0.103806
9 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.213 2830.113 2822.412 2828.367 2830.571 2827.336 2823.884 2831.040 2837.266 2841.578 2835.568 2839.587 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.21 1.79 277.45 0.0656 0.03671 0.100132 2833.313
A,B 2833.21 2830.11 3.10 1887.68 -0.0314 0.01012
A,E 2833.21 2830.57 2.64 8113.42 -0.0131 0.00496
qA = -0.0183
∑QA = 0.0028 0.05179 0.100132
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.213 2830.11 3.10 1887.68 0.0314 0.01012 0.019362 2830.132
B,C 2830.11 2822.41 7.70 237257.66 -0.0038 0.00049
B,F 2830.11 2827.34 2.78 7211.93 -0.0143 0.00516
qB = -0.0131
∑QB = 0.0002 0.01577 0.019362
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.11 2822.41 7.70 237257.66 0.0038 0.00049 0.2145696 2822.627
D,C 2828.37 2822.41 5.95 263619.62 0.0031 0.00052
J,C 2837.27 2822.41 14.85 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0002 0.00135 0.2145696
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2828.37 2822.41 5.95 263619.62 -0.0031 0.00052 0.4558389 2828.822
E,D 2830.57 2828.37 2.20 64942.06 0.0039 0.00175
M,D 2835.57 2828.37 7.20 32471.03 0.0106 0.00148
qD = -0.0105
∑QD = 0.0009 0.00375 0.4558389
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.21 2830.57 2.64 8113.42 0.0131 0.00496 0.01675 2830.588
E,D 2830.57 2828.37 2.20 64942.06 -0.0039 0.00175
qE = -0.0092
∑QE = 0.0001 0.00671 0.01675
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.11 2827.34 2.78 7211.93 0.0143 0.00516 0.436612 2827.772
F,G 2827.34 2823.88 3.45 64942.06 -0.0049 0.00143
qF = -0.0079
∑QF = 0.0016 0.00659 0.436612
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2827.34 2823.88 3.45 64942.06 0.0049 0.00143 0.144668 2824.029
H,G 2831.04 2823.88 7.16 58447.86 0.0077 0.00108
qG = -0.0124
∑QG = 0.0002 0.00250 0.144668
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2831.04 2823.88 7.16 58447.86 -0.0077 0.00108 0.346504 2831.387
J,H 2837.27 2831.04 6.23 9014.92 0.0196 0.00316
qH = -0.0111
∑QH = 0.0008 0.00423 0.346504
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2841.58 2837.27 4.31 1998.72 0.0363 0.00843 0.278919 2837.545
J,H 2837.27 2831.04 6.23 9014.92 -0.0196 0.00316
J,C 2837.27 2822.41 14.85 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0018 0.01193 0.278919
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2841.58 3.42 369.94 0.0798 0.02331 0.077154 2841.655
K,J 2841.58 2837.27 4.31 1998.72 -0.0363 0.00843
K,N 2841.58 2839.59 1.99 1110.40 -0.0329 0.01652
qK = -0.0085
∑QK= 0.0020 0.04826 0.077154
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2839.59 2835.57 4.02 6761.19 0.0181 0.00451 0.084789 2835.653
M,D 2835.57 2828.37 7.20 32471.03 -0.0106 0.00148
qM = -0.0072
∑QM = 0.0003 0.00599 0.084789
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2841.58 2839.59 1.99 1110.40 0.0329 0.01652 0.320223 2839.907
N,M 2839.59 2835.57 4.02 6761.19 -0.0181 0.00451
qN = -0.0111
∑QN = 0.0036 0.02103 0.320223
10 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.313 2830.132 2822.627 2828.822 2830.588 2827.772 2824.029 2831.387 2837.545 2841.655 2835.653 2839.907 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.31 1.69 277.45 0.0636 0.03770 0.004525 2833.318
A,B 2833.31 2830.13 3.18 1887.68 -0.0318 0.01000
A,E 2833.31 2830.59 2.73 8113.42 -0.0133 0.00489
qA = -0.0183
∑QA = 0.0001 0.05258 0.004525
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.313 2830.13 3.18 1887.68 0.0318 0.01000 0.214725 2830.347
B,C 2830.13 2822.63 7.51 237257.66 -0.0037 0.00050
B,F 2830.13 2827.77 2.36 7211.93 -0.0131 0.00556
qB = -0.0131
∑QB = 0.0019 0.01606 0.214725
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.13 2822.63 7.51 237257.66 0.0037 0.00050 0.2525721 2822.879
D,C 2828.82 2822.63 6.20 263619.62 0.0032 0.00051
J,C 2837.54 2822.63 14.92 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0002 0.00135 0.2525721
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2828.82 2822.63 6.20 263619.62 -0.0032 0.00051 0.0558936 2828.878
E,D 2830.59 2828.82 1.77 64942.06 0.0034 0.00194
M,D 2835.65 2828.82 6.83 32471.03 0.0103 0.00151
qD = -0.0105
∑QD = 0.0001 0.00397 0.0558936
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.31 2830.59 2.73 8113.42 0.0133 0.00489 0.19500 2830.783
E,D 2830.59 2828.82 1.77 64942.06 -0.0034 0.00194
qE = -0.0092
∑QE = 0.0007 0.00683 0.19500
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.13 2827.77 2.36 7211.93 0.0131 0.00556 0.033663 2827.806
F,G 2827.77 2824.03 3.74 64942.06 -0.0051 0.00137
qF = -0.0079
∑QF = 0.0001 0.00694 0.033663
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2827.77 2824.03 3.74 64942.06 0.0051 0.00137 0.404793 2824.433
H,G 2831.39 2824.03 7.36 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0005 0.00244 0.404793
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2831.39 2824.03 7.36 58447.86 -0.0078 0.00107 0.244795 2831.631
J,H 2837.54 2831.39 6.16 9014.92 0.0195 0.00317
qH = -0.0111
∑QH = 0.0006 0.00424 0.244795
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2841.66 2837.54 4.11 1998.72 0.0354 0.00862 0.148322 2837.693
J,H 2837.54 2831.39 6.16 9014.92 -0.0195 0.00317
J,C 2837.54 2822.63 14.92 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0010 0.01213 0.148322
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2841.66 3.34 369.94 0.0788 0.02356 0.156301 2841.812
K,J 2841.66 2837.54 4.11 1998.72 -0.0354 0.00862
K,N 2841.66 2839.91 1.75 1110.40 -0.0307 0.01754
qK = -0.0085
∑QK= 0.0042 0.04971 0.156301
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2839.91 2835.65 4.25 6761.19 0.0187 0.00439 0.357270 2836.010
M,D 2835.65 2828.82 6.83 32471.03 -0.0103 0.00151
qM = -0.0072
∑QM = 0.0011 0.00591 0.357270
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2841.66 2839.91 1.75 1110.40 0.0307 0.01754 0.070709 2839.978
N,M 2839.91 2835.65 4.25 6761.19 -0.0187 0.00439
qN = -0.0111
∑QN = 0.0008 0.02193 0.070709
11 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.318 2830.347 2822.879 2828.878 2830.783 2827.806 2824.433 2831.631 2837.693 2841.812 2836.010 2839.978 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.32 1.68 277.45 0.0635 0.03775 0.059267 2833.377
A,B 2833.32 2830.35 2.97 1887.68 -0.0307 0.01032
A,E 2833.32 2830.78 2.53 8113.42 -0.0128 0.00505
qA = -0.0183
∑QA = 0.0017 0.05311 0.059267
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.318 2830.35 2.97 1887.68 0.0307 0.01032 0.021108 2830.368
B,C 2830.35 2822.88 7.47 237257.66 -0.0037 0.00050
B,F 2830.35 2827.81 2.54 7211.93 -0.0137 0.00538
qB = -0.0131
∑QB = 0.0002 0.01619 0.021108
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.35 2822.88 7.47 237257.66 0.0037 0.00050 0.1360633 2823.015
D,C 2828.88 2822.88 6.00 263619.62 0.0031 0.00052
J,C 2837.69 2822.88 14.81 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0001 0.00136 0.1360633
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2828.88 2822.88 6.00 263619.62 -0.0031 0.00052 0.2682258 2829.147
E,D 2830.78 2828.88 1.90 64942.06 0.0036 0.00187
M,D 2836.01 2828.88 7.13 32471.03 0.0106 0.00148
qD = -0.0105
∑QD = 0.0006 0.00388 0.2682258
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.32 2830.78 2.53 8113.42 0.0128 0.00505 0.01730 2830.800
E,D 2830.78 2828.88 1.90 64942.06 -0.0036 0.00187
qE = -0.0092
∑QE = 0.0001 0.00692 0.01730
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.35 2827.81 2.54 7211.93 0.0137 0.00538 0.256015 2828.062
F,G 2827.81 2824.43 3.37 64942.06 -0.0049 0.00144
qF = -0.0079
∑QF = 0.0009 0.00682 0.256015
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2827.81 2824.43 3.37 64942.06 0.0049 0.00144 0.116778 2824.550
H,G 2831.63 2824.43 7.20 58447.86 0.0077 0.00108
qG = -0.0124
∑QG = 0.0002 0.00252 0.116778
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2831.63 2824.43 7.20 58447.86 -0.0077 0.00108 0.211045 2831.842
J,H 2837.69 2831.63 6.06 9014.92 0.0194 0.00319
qH = -0.0111
∑QH = 0.0005 0.00427 0.211045
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2841.81 2837.69 4.12 1998.72 0.0355 0.00861 0.181997 2837.875
J,H 2837.69 2831.63 6.06 9014.92 -0.0194 0.00319
J,C 2837.69 2822.88 14.81 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0012 0.01215 0.181997
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2841.81 3.19 369.94 0.0768 0.02408 0.050037 2841.862
K,J 2841.81 2837.69 4.12 1998.72 -0.0355 0.00861
K,N 2841.81 2839.98 1.83 1110.40 -0.0315 0.01716
qK = -0.0085
∑QK= 0.0013 0.04985 0.050037
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2839.98 2836.01 3.97 6761.19 0.0180 0.00454 0.063053 2836.073
M,D 2836.01 2828.88 7.13 32471.03 -0.0106 0.00148
qM = -0.0072
∑QM = 0.0002 0.00602 0.063053
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2841.81 2839.98 1.83 1110.40 0.0315 0.01716 0.198877 2840.177
N,M 2839.98 2836.01 3.97 6761.19 -0.0180 0.00454
qN = -0.0111
∑QN = 0.0023 0.02169 0.198877
12 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.377 2830.368 2823.015 2829.147 2830.800 2828.062 2824.550 2831.842 2837.875 2841.862 2836.073 2840.177 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.38 1.62 277.45 0.0623 0.03837 0.005381 2833.382
A,B 2833.38 2830.37 3.01 1887.68 -0.0309 0.01026
A,E 2833.38 2830.80 2.58 8113.42 -0.0129 0.00501
qA = -0.0183
∑QA = 0.0002 0.05364 0.005381
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.377 2830.37 3.01 1887.68 0.0309 0.01026 0.127156 2830.495
B,C 2830.37 2823.02 7.35 237257.66 -0.0037 0.00050
B,F 2830.37 2828.06 2.31 7211.93 -0.0130 0.00562
qB = -0.0131
∑QB = 0.0011 0.01638 0.127156
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.37 2823.02 7.35 237257.66 0.0037 0.00050 0.1559344 2823.171
D,C 2829.15 2823.02 6.13 263619.62 0.0031 0.00051
J,C 2837.87 2823.02 14.86 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0001 0.00136 0.1559344
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.15 2823.02 6.13 263619.62 -0.0031 0.00051 0.0447127 2829.191
E,D 2830.80 2829.15 1.65 64942.06 0.0033 0.00200
M,D 2836.07 2829.15 6.93 32471.03 0.0104 0.00150
qD = -0.0105
∑QD = 0.0001 0.00402 0.0447127
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.38 2830.80 2.58 8113.42 0.0129 0.00501 0.11642 2830.917
E,D 2830.80 2829.15 1.65 64942.06 -0.0033 0.00200
qE = -0.0092
∑QE = 0.0004 0.00701 0.11642
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.37 2828.06 2.31 7211.93 0.0130 0.00562 0.036305 2828.098
F,G 2828.06 2824.55 3.51 64942.06 -0.0050 0.00141
qF = -0.0079
∑QF = 0.0001 0.00704 0.036305
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.06 2824.55 3.51 64942.06 0.0050 0.00141 0.239059 2824.789
H,G 2831.84 2824.55 7.29 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0003 0.00248 0.239059
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2831.84 2824.55 7.29 58447.86 -0.0078 0.00107 0.165589 2832.008
J,H 2837.87 2831.84 6.03 9014.92 0.0193 0.00320
qH = -0.0111
∑QH = 0.0004 0.00427 0.165589
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2841.86 2837.87 3.99 1998.72 0.0348 0.00874 0.093078 2837.968
J,H 2837.87 2831.84 6.03 9014.92 -0.0193 0.00320
J,C 2837.87 2823.02 14.86 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0006 0.01228 0.093078
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2841.86 3.14 369.94 0.0761 0.02426 0.099003 2841.961
K,J 2841.86 2837.87 3.99 1998.72 -0.0348 0.00874
K,N 2841.86 2840.18 1.68 1110.40 -0.0301 0.01784
qK = -0.0085
∑QK= 0.0027 0.05083 0.099003
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.18 2836.07 4.10 6761.19 0.0183 0.00447 0.217314 2836.291
M,D 2836.07 2829.15 6.93 32471.03 -0.0104 0.00150
qM = -0.0072
∑QM = 0.0007 0.00597 0.217314
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2841.86 2840.18 1.68 1110.40 0.0301 0.01784 0.049299 2840.226
N,M 2840.18 2836.07 4.10 6761.19 -0.0183 0.00447
qN = -0.0111
∑QN = 0.0006 0.02230 0.049299
13 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.382 2830.495 2823.171 2829.191 2830.917 2828.098 2824.789 2832.008 2837.968 2841.961 2836.291 2840.226 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.38 1.62 277.45 0.0622 0.03843 0.035281 2833.418
A,B 2833.38 2830.50 2.89 1887.68 -0.0302 0.01045
A,E 2833.38 2830.92 2.47 8113.42 -0.0126 0.00512
qA = -0.0183
∑QA = 0.0010 0.05400 0.035281
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.382 2830.50 2.89 1887.68 0.0302 0.01045 0.020025 2830.515
B,C 2830.50 2823.17 7.32 237257.66 -0.0037 0.00050
B,F 2830.50 2828.10 2.40 7211.93 -0.0132 0.00552
qB = -0.0131
∑QB = 0.0002 0.01648 0.020025
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.50 2823.17 7.32 237257.66 0.0037 0.00050 0.0867434 2823.258
D,C 2829.19 2823.17 6.02 263619.62 0.0031 0.00052
J,C 2837.97 2823.17 14.80 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0001 0.00136 0.0867434
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.19 2823.17 6.02 263619.62 -0.0031 0.00052 0.1606439 2829.352
E,D 2830.92 2829.19 1.73 64942.06 0.0034 0.00196
M,D 2836.29 2829.19 7.10 32471.03 0.0106 0.00149
qD = -0.0105
∑QD = 0.0003 0.00397 0.1606439
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.38 2830.92 2.47 8113.42 0.0126 0.00512 0.01585 2830.932
E,D 2830.92 2829.19 1.73 64942.06 -0.0034 0.00196
qE = -0.0092
∑QE = 0.0001 0.00708 0.01585
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.50 2828.10 2.40 7211.93 0.0132 0.00552 0.150839 2828.249
F,G 2828.10 2824.79 3.31 64942.06 -0.0048 0.00145
qF = -0.0079
∑QF = 0.0006 0.00698 0.150839
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.10 2824.79 3.31 64942.06 0.0048 0.00145 0.088749 2824.878
H,G 2832.01 2824.79 7.22 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0001 0.00253 0.088749
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.01 2824.79 7.22 58447.86 -0.0078 0.00107 0.128832 2832.137
J,H 2837.97 2832.01 5.96 9014.92 0.0192 0.00322
qH = -0.0111
∑QH = 0.0003 0.00429 0.128832
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2841.96 2837.97 3.99 1998.72 0.0349 0.00873 0.117879 2838.086
J,H 2837.97 2832.01 5.96 9014.92 -0.0192 0.00322
J,C 2837.97 2823.17 14.80 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0008 0.01229 0.117879
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2841.96 3.04 369.94 0.0748 0.02462 0.032993 2841.994
K,J 2841.96 2837.97 3.99 1998.72 -0.0349 0.00873
K,N 2841.96 2840.23 1.73 1110.40 -0.0305 0.01760
qK = -0.0085
∑QK= 0.0009 0.05095 0.032993
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.23 2836.29 3.94 6761.19 0.0179 0.00455 0.046636 2836.337
M,D 2836.29 2829.19 7.10 32471.03 -0.0106 0.00149
qM = -0.0072
∑QM = 0.0002 0.00604 0.046636
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2841.96 2840.23 1.73 1110.40 0.0305 0.01760 0.123580 2840.350
N,M 2840.23 2836.29 3.94 6761.19 -0.0179 0.00455
qN = -0.0111
∑QN = 0.0015 0.02215 0.123580
14 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.418 2830.515 2823.258 2829.352 2830.932 2828.249 2824.878 2832.137 2838.086 2841.994 2836.337 2840.350 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.42 1.58 277.45 0.0614 0.03882 0.005224 2833.423
A,B 2833.42 2830.52 2.90 1887.68 -0.0303 0.01043
A,E 2833.42 2830.93 2.49 8113.42 -0.0127 0.00510
qA = -0.0183
∑QA = 0.0002 0.05435 0.005224
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.418 2830.52 2.90 1887.68 0.0303 0.01043 0.075579 2830.591
B,C 2830.52 2823.26 7.26 237257.66 -0.0037 0.00050
B,F 2830.52 2828.25 2.27 7211.93 -0.0128 0.00567
qB = -0.0131
∑QB = 0.0007 0.01660 0.075579
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.52 2823.26 7.26 237257.66 0.0037 0.00050 0.0980854 2823.356
D,C 2829.35 2823.26 6.09 263619.62 0.0031 0.00052
J,C 2838.09 2823.26 14.83 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0001 0.00136 0.0980854
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.35 2823.26 6.09 263619.62 -0.0031 0.00052 0.0343084 2829.386
E,D 2830.93 2829.35 1.58 64942.06 0.0032 0.00204
M,D 2836.34 2829.35 6.99 32471.03 0.0105 0.00150
qD = -0.0105
∑QD = 0.0001 0.00406 0.0343084
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.42 2830.93 2.49 8113.42 0.0127 0.00510 0.07019 2831.003
E,D 2830.93 2829.35 1.58 64942.06 -0.0032 0.00204
qE = -0.0092
∑QE = 0.0003 0.00714 0.07019
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.52 2828.25 2.27 7211.93 0.0128 0.00567 0.032446 2828.282
F,G 2828.25 2824.88 3.37 64942.06 -0.0049 0.00144
qF = -0.0079
∑QF = 0.0001 0.00711 0.032446
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.25 2824.88 3.37 64942.06 0.0049 0.00144 0.142160 2825.020
H,G 2832.14 2824.88 7.26 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0002 0.00251 0.142160
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.14 2824.88 7.26 58447.86 -0.0078 0.00107 0.110600 2832.248
J,H 2838.09 2832.14 5.95 9014.92 0.0192 0.00322
qH = -0.0111
∑QH = 0.0003 0.00429 0.110600
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2841.99 2838.09 3.91 1998.72 0.0345 0.00882 0.058867 2838.145
J,H 2838.09 2832.14 5.95 9014.92 -0.0192 0.00322
J,C 2838.09 2823.26 14.83 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0004 0.01238 0.058867
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2841.99 3.01 369.94 0.0744 0.02474 0.062515 2842.056
K,J 2841.99 2838.09 3.91 1998.72 -0.0345 0.00882
K,N 2841.99 2840.35 1.64 1110.40 -0.0297 0.01804
qK = -0.0085
∑QK= 0.0017 0.05160 0.062515
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.35 2836.34 4.01 6761.19 0.0181 0.00451 0.133199 2836.470
M,D 2836.34 2829.35 6.99 32471.03 -0.0105 0.00150
qM = -0.0072
∑QM = 0.0004 0.00601 0.133199
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2841.99 2840.35 1.64 1110.40 0.0297 0.01804 0.034360 2840.384
N,M 2840.35 2836.34 4.01 6761.19 -0.0181 0.00451
qN = -0.0111
∑QN = 0.0004 0.02255 0.034360
15 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.423 2830.591 2823.356 2829.386 2831.003 2828.282 2825.020 2832.248 2838.145 2842.056 2836.470 2840.384 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.42 1.58 277.45 0.0613 0.03888 0.021102 2833.444
A,B 2833.42 2830.59 2.83 1887.68 -0.0299 0.01055
A,E 2833.42 2831.00 2.42 8113.42 -0.0125 0.00516
qA = -0.0183
∑QA = 0.0006 0.05459 0.021102
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.423 2830.59 2.83 1887.68 0.0299 0.01055 0.017075 2830.608
B,C 2830.59 2823.36 7.23 237257.66 -0.0036 0.00050
B,F 2830.59 2828.28 2.31 7211.93 -0.0130 0.00562
qB = -0.0131
∑QB = 0.0002 0.01667 0.017075
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.59 2823.36 7.23 237257.66 0.0036 0.00050 0.0555302 2823.412
D,C 2829.39 2823.36 6.03 263619.62 0.0031 0.00052
J,C 2838.14 2823.36 14.79 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00136 0.0555302
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.39 2823.36 6.03 263619.62 -0.0031 0.00052 0.0974979 2829.484
E,D 2831.00 2829.39 1.62 64942.06 0.0033 0.00202
M,D 2836.47 2829.39 7.08 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0002 0.00403 0.0974979
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.42 2831.00 2.42 8113.42 0.0125 0.00516 0.01324 2831.016
E,D 2831.00 2829.39 1.62 64942.06 -0.0033 0.00202
qE = -0.0092
∑QE = 0.0001 0.00718 0.01324
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.59 2828.28 2.31 7211.93 0.0130 0.00562 0.089433 2828.371
F,G 2828.28 2825.02 3.26 64942.06 -0.0048 0.00146
qF = -0.0079
∑QF = 0.0003 0.00708 0.089433
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.28 2825.02 3.26 64942.06 0.0048 0.00146 0.064667 2825.085
H,G 2832.25 2825.02 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0001 0.00254 0.064667
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.25 2825.02 7.23 58447.86 -0.0078 0.00107 0.079305 2832.327
J,H 2838.14 2832.25 5.90 9014.92 0.0191 0.00324
qH = -0.0111
∑QH = 0.0002 0.00431 0.079305
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.06 2838.14 3.91 1998.72 0.0345 0.00882 0.075979 2838.221
J,H 2838.14 2832.25 5.90 9014.92 -0.0191 0.00324
J,C 2838.14 2823.36 14.79 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0005 0.01239 0.075979
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.06 2.94 369.94 0.0735 0.02498 0.021927 2842.078
K,J 2842.06 2838.14 3.91 1998.72 -0.0345 0.00882
K,N 2842.06 2840.38 1.67 1110.40 -0.0299 0.01790
qK = -0.0085
∑QK= 0.0006 0.05170 0.021927
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.38 2836.47 3.91 6761.19 0.0179 0.00456 0.033763 2836.504
M,D 2836.47 2829.39 7.08 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0001 0.00605 0.033763
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.06 2840.38 1.67 1110.40 0.0299 0.01790 0.076983 2840.461
N,M 2840.38 2836.47 3.91 6761.19 -0.0179 0.00456
qN = -0.0111
∑QN = 0.0009 0.02246 0.076983
16 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.444 2830.608 2823.412 2829.484 2831.016 2828.371 2825.085 2832.327 2838.221 2842.078 2836.504 2840.461 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.44 1.56 277.45 0.0609 0.03913 0.004486 2833.449
A,B 2833.44 2830.61 2.84 1887.68 -0.0299 0.01054
A,E 2833.44 2831.02 2.43 8113.42 -0.0125 0.00515
qA = -0.0183
∑QA = 0.0001 0.05482 0.004486
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.444 2830.61 2.84 1887.68 0.0299 0.01054 0.045143 2830.653
B,C 2830.61 2823.41 7.20 237257.66 -0.0036 0.00051
B,F 2830.61 2828.37 2.24 7211.93 -0.0128 0.00570
qB = -0.0131
∑QB = 0.0004 0.01675 0.045143
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.61 2823.41 7.20 237257.66 0.0036 0.00051 0.0623703 2823.474
D,C 2829.48 2823.41 6.07 263619.62 0.0031 0.00052
J,C 2838.22 2823.41 14.81 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00136 0.0623703
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.48 2823.41 6.07 263619.62 -0.0031 0.00052 0.0253533 2829.509
E,D 2831.02 2829.48 1.53 64942.06 0.0032 0.00207
M,D 2836.50 2829.48 7.02 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0001 0.00408 0.0253533
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.44 2831.02 2.43 8113.42 0.0125 0.00515 0.04264 2831.058
E,D 2831.02 2829.48 1.53 64942.06 -0.0032 0.00207
qE = -0.0092
∑QE = 0.0002 0.00722 0.04264
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.61 2828.37 2.24 7211.93 0.0128 0.00570 0.026208 2828.397
F,G 2828.37 2825.08 3.29 64942.06 -0.0048 0.00146
qF = -0.0079
∑QF = 0.0001 0.00716 0.026208
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.37 2825.08 3.29 64942.06 0.0048 0.00146 0.085322 2825.170
H,G 2832.33 2825.08 7.24 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0001 0.00253 0.085322
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.33 2825.08 7.24 58447.86 -0.0078 0.00107 0.073164 2832.400
J,H 2838.22 2832.33 5.89 9014.92 0.0191 0.00324
qH = -0.0111
∑QH = 0.0002 0.00431 0.073164
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.08 2838.22 3.86 1998.72 0.0342 0.00887 0.037540 2838.258
J,H 2838.22 2832.33 5.89 9014.92 -0.0191 0.00324
J,C 2838.22 2823.41 14.81 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0003 0.01245 0.037540
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.08 2.92 369.94 0.0732 0.02507 0.039449 2842.118
K,J 2842.08 2838.22 3.86 1998.72 -0.0342 0.00887
K,N 2842.08 2840.46 1.62 1110.40 -0.0294 0.01818
qK = -0.0085
∑QK= 0.0011 0.05212 0.039449
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.46 2836.50 3.96 6761.19 0.0180 0.00454 0.082207 2836.586
M,D 2836.50 2829.48 7.02 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0003 0.00604 0.082207
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.08 2840.46 1.62 1110.40 0.0294 0.01818 0.023747 2840.485
N,M 2840.46 2836.50 3.96 6761.19 -0.0180 0.00454
qN = -0.0111
∑QN = 0.0003 0.02272 0.023747
17 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.449 2830.653 2823.474 2829.509 2831.058 2828.397 2825.170 2832.400 2838.258 2842.118 2836.586 2840.485 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.45 1.55 277.45 0.0608 0.03918 0.012687 2833.461
A,B 2833.45 2830.65 2.80 1887.68 -0.0297 0.01061
A,E 2833.45 2831.06 2.39 8113.42 -0.0124 0.00519
qA = -0.0183
∑QA = 0.0004 0.05498 0.012687
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.449 2830.65 2.80 1887.68 0.0297 0.01061 0.013515 2830.666
B,C 2830.65 2823.47 7.18 237257.66 -0.0036 0.00051
B,F 2830.65 2828.40 2.26 7211.93 -0.0128 0.00568
qB = -0.0131
∑QB = 0.0001 0.01680 0.013515
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.65 2823.47 7.18 237257.66 0.0036 0.00051 0.0356597 2823.510
D,C 2829.51 2823.47 6.04 263619.62 0.0031 0.00052
J,C 2838.26 2823.47 14.78 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0356597
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.51 2823.47 6.04 263619.62 -0.0031 0.00052 0.0597836 2829.569
E,D 2831.06 2829.51 1.55 64942.06 0.0032 0.00206
M,D 2836.59 2829.51 7.08 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0001 0.00407 0.0597836
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.45 2831.06 2.39 8113.42 0.0124 0.00519 0.01034 2831.069
E,D 2831.06 2829.51 1.55 64942.06 -0.0032 0.00206
qE = -0.0092
∑QE = 0.0000 0.00725 0.01034
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.65 2828.40 2.26 7211.93 0.0128 0.00568 0.053420 2828.451
F,G 2828.40 2825.17 3.23 64942.06 -0.0047 0.00147
qF = -0.0079
∑QF = 0.0002 0.00715 0.053420
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.40 2825.17 3.23 64942.06 0.0047 0.00147 0.045735 2825.216
H,G 2832.40 2825.17 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0001 0.00254 0.045735
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.40 2825.17 7.23 58447.86 -0.0078 0.00107 0.049287 2832.449
J,H 2838.26 2832.40 5.86 9014.92 0.0190 0.00325
qH = -0.0111
∑QH = 0.0001 0.00432 0.049287
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.12 2838.26 3.86 1998.72 0.0342 0.00887 0.048828 2838.307
J,H 2838.26 2832.40 5.86 9014.92 -0.0190 0.00325
J,C 2838.26 2823.47 14.78 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0003 0.01246 0.048828
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.12 2.88 369.94 0.0727 0.02522 0.014605 2842.132
K,J 2842.12 2838.26 3.86 1998.72 -0.0342 0.00887
K,N 2842.12 2840.48 1.63 1110.40 -0.0295 0.01810
qK = -0.0085
∑QK= 0.0004 0.05219 0.014605
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.48 2836.59 3.90 6761.19 0.0178 0.00457 0.023919 2836.610
M,D 2836.59 2829.51 7.08 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0001 0.00606 0.023919
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.12 2840.48 1.63 1110.40 0.0295 0.01810 0.048112 2840.533
N,M 2840.48 2836.59 3.90 6761.19 -0.0178 0.00457
qN = -0.0111
∑QN = 0.0006 0.02267 0.048112
18 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.461 2830.666 2823.510 2829.569 2831.069 2828.451 2825.216 2832.449 2838.307 2842.132 2836.610 2840.533 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.46 1.54 277.45 0.0605 0.03933 0.003558 2833.465
A,B 2833.46 2830.67 2.79 1887.68 -0.0297 0.01061
A,E 2833.46 2831.07 2.39 8113.42 -0.0124 0.00519
qA = -0.0183
∑QA = 0.0001 0.05512 0.003558
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.461 2830.67 2.79 1887.68 0.0297 0.01061 0.027129 2830.694
B,C 2830.67 2823.51 7.16 237257.66 -0.0036 0.00051
B,F 2830.67 2828.45 2.22 7211.93 -0.0127 0.00573
qB = -0.0131
∑QB = 0.0002 0.01684 0.027129
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.67 2823.51 7.16 237257.66 0.0036 0.00051 0.0398995 2823.549
D,C 2829.57 2823.51 6.06 263619.62 0.0031 0.00052
J,C 2838.31 2823.51 14.80 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0398995
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.57 2823.51 6.06 263619.62 -0.0031 0.00052 0.0181861 2829.587
E,D 2831.07 2829.57 1.50 64942.06 0.0031 0.00209
M,D 2836.61 2829.57 7.04 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0000 0.00410 0.0181861
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.46 2831.07 2.39 8113.42 0.0124 0.00519 0.02607 2831.095
E,D 2831.07 2829.57 1.50 64942.06 -0.0031 0.00209
qE = -0.0092
∑QE = 0.0001 0.00728 0.02607
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.67 2828.45 2.22 7211.93 0.0127 0.00573 0.019885 2828.471
F,G 2828.45 2825.22 3.23 64942.06 -0.0048 0.00147
qF = -0.0079
∑QF = 0.0001 0.00719 0.019885
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.45 2825.22 3.23 64942.06 0.0048 0.00147 0.051710 2825.267
H,G 2832.45 2825.22 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0001 0.00254 0.051710
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.45 2825.22 7.23 58447.86 -0.0078 0.00107 0.048060 2832.497
J,H 2838.31 2832.45 5.86 9014.92 0.0190 0.00325
qH = -0.0111
∑QH = 0.0001 0.00432 0.048060
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.13 2838.31 3.83 1998.72 0.0341 0.00891 0.024099 2838.331
J,H 2838.31 2832.45 5.86 9014.92 -0.0190 0.00325
J,C 2838.31 2823.51 14.80 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0002 0.01249 0.024099
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.13 2.87 369.94 0.0725 0.02528 0.024912 2842.157
K,J 2842.13 2838.31 3.83 1998.72 -0.0341 0.00891
K,N 2842.13 2840.53 1.60 1110.40 -0.0292 0.01827
qK = -0.0085
∑QK= 0.0007 0.05246 0.024912
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.53 2836.61 3.92 6761.19 0.0179 0.00456 0.051044 2836.661
M,D 2836.61 2829.57 7.04 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0002 0.00605 0.051044
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.13 2840.53 1.60 1110.40 0.0292 0.01827 0.016248 2840.549
N,M 2840.53 2836.61 3.92 6761.19 -0.0179 0.00456
qN = -0.0111
∑QN = 0.0002 0.02283 0.016248
19 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.465 2830.694 2823.549 2829.587 2831.095 2828.471 2825.267 2832.497 2838.331 2842.157 2836.661 2840.549 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.46 1.54 277.45 0.0604 0.03937 0.007673 2833.472
A,B 2833.46 2830.69 2.77 1887.68 -0.0295 0.01065
A,E 2833.46 2831.09 2.37 8113.42 -0.0123 0.00521
qA = -0.0183
∑QA = 0.0002 0.05523 0.007673
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.465 2830.69 2.77 1887.68 0.0295 0.01065 0.010154 2830.704
B,C 2830.69 2823.55 7.14 237257.66 -0.0036 0.00051
B,F 2830.69 2828.47 2.22 7211.93 -0.0127 0.00572
qB = -0.0131
∑QB = 0.0001 0.01688 0.010154
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.69 2823.55 7.14 237257.66 0.0036 0.00051 0.0229522 2823.572
D,C 2829.59 2823.55 6.04 263619.62 0.0031 0.00052
J,C 2838.33 2823.55 14.78 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0229522
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.59 2823.55 6.04 263619.62 -0.0031 0.00052 0.0369565 2829.624
E,D 2831.09 2829.59 1.51 64942.06 0.0031 0.00209
M,D 2836.66 2829.59 7.07 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0001 0.00409 0.0369565
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.46 2831.09 2.37 8113.42 0.0123 0.00521 0.00771 2831.103
E,D 2831.09 2829.59 1.51 64942.06 -0.0031 0.00209
qE = -0.0092
∑QE = 0.0000 0.00730 0.00771
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.69 2828.47 2.22 7211.93 0.0127 0.00572 0.032165 2828.503
F,G 2828.47 2825.27 3.20 64942.06 -0.0047 0.00148
qF = -0.0079
∑QF = 0.0001 0.00719 0.032165
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.47 2825.27 3.20 64942.06 0.0047 0.00148 0.031655 2825.299
H,G 2832.50 2825.27 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0000 0.00255 0.031655
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.50 2825.27 7.23 58447.86 -0.0078 0.00107 0.030900 2832.528
J,H 2838.33 2832.50 5.83 9014.92 0.0190 0.00325
qH = -0.0111
∑QH = 0.0001 0.00433 0.030900
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.16 2838.33 3.83 1998.72 0.0341 0.00891 0.031328 2838.363
J,H 2838.33 2832.50 5.83 9014.92 -0.0190 0.00325
J,C 2838.33 2823.55 14.78 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0002 0.01250 0.031328
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.16 2.84 369.94 0.0722 0.02538 0.009720 2842.167
K,J 2842.16 2838.33 3.83 1998.72 -0.0341 0.00891
K,N 2842.16 2840.55 1.61 1110.40 -0.0293 0.01823
qK = -0.0085
∑QK= 0.0003 0.05252 0.009720
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.55 2836.66 3.89 6761.19 0.0178 0.00458 0.016638 2836.678
M,D 2836.66 2829.59 7.07 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0001 0.00607 0.016638
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.16 2840.55 1.61 1110.40 0.0293 0.01823 0.030171 2840.579
N,M 2840.55 2836.66 3.89 6761.19 -0.0178 0.00458
qN = -0.0111
∑QN = 0.0004 0.02280 0.030171
20 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.472 2830.704 2823.572 2829.624 2831.103 2828.503 2825.299 2832.528 2838.363 2842.167 2836.678 2840.579 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.47 1.53 277.45 0.0603 0.03946 0.002675 2833.475
A,B 2833.47 2830.70 2.77 1887.68 -0.0295 0.01066
A,E 2833.47 2831.10 2.37 8113.42 -0.0123 0.00521
qA = -0.0183
∑QA = 0.0001 0.05533 0.002675
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.472 2830.70 2.77 1887.68 0.0295 0.01066 0.016416 2830.720
B,C 2830.70 2823.57 7.13 237257.66 -0.0036 0.00051
B,F 2830.70 2828.50 2.20 7211.93 -0.0126 0.00574
qB = -0.0131
∑QB = 0.0001 0.01691 0.016416
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.70 2823.57 7.13 237257.66 0.0036 0.00051 0.0256061 2823.598
D,C 2829.62 2823.57 6.05 263619.62 0.0031 0.00052
J,C 2838.36 2823.57 14.79 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0256061
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.62 2823.57 6.05 263619.62 -0.0031 0.00052 0.0127513 2829.637
E,D 2831.10 2829.62 1.48 64942.06 0.0031 0.00211
M,D 2836.68 2829.62 7.05 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0000 0.00411 0.0127513
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.47 2831.10 2.37 8113.42 0.0123 0.00521 0.01604 2831.119
E,D 2831.10 2829.62 1.48 64942.06 -0.0031 0.00211
qE = -0.0092
∑QE = 0.0001 0.00731 0.01604
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.70 2828.50 2.20 7211.93 0.0126 0.00574 0.014471 2828.517
F,G 2828.50 2825.30 3.20 64942.06 -0.0047 0.00148
qF = -0.0079
∑QF = 0.0001 0.00722 0.014471
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.50 2825.30 3.20 64942.06 0.0047 0.00148 0.031633 2825.331
H,G 2832.53 2825.30 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0000 0.00255 0.031633
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.53 2825.30 7.23 58447.86 -0.0078 0.00107 0.031410 2832.560
J,H 2838.36 2832.53 5.83 9014.92 0.0190 0.00325
qH = -0.0111
∑QH = 0.0001 0.00433 0.031410
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.17 2838.36 3.80 1998.72 0.0340 0.00893 0.015544 2838.378
J,H 2838.36 2832.53 5.83 9014.92 -0.0190 0.00325
J,C 2838.36 2823.57 14.79 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0001 0.01252 0.015544
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.17 2.83 369.94 0.0720 0.02542 0.015754 2842.183
K,J 2842.17 2838.36 3.80 1998.72 -0.0340 0.00893
K,N 2842.17 2840.58 1.59 1110.40 -0.0291 0.01833
qK = -0.0085
∑QK= 0.0004 0.05269 0.015754
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.58 2836.68 3.90 6761.19 0.0178 0.00457 0.031860 2836.710
M,D 2836.68 2829.62 7.05 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0001 0.00606 0.031860
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.17 2840.58 1.59 1110.40 0.0291 0.01833 0.011014 2840.590
N,M 2840.58 2836.68 3.90 6761.19 -0.0178 0.00457
qN = -0.0111
∑QN = 0.0001 0.02290 0.011014
21 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.475 2830.720 2823.598 2829.637 2831.119 2828.517 2825.331 2832.560 2838.378 2842.183 2836.710 2840.590 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.48 1.52 277.45 0.0602 0.03949 0.004671 2833.480
A,B 2833.48 2830.72 2.75 1887.68 -0.0294 0.01068
A,E 2833.48 2831.12 2.36 8113.42 -0.0123 0.00522
qA = -0.0183
∑QA = 0.0001 0.05540 0.004671
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.475 2830.72 2.75 1887.68 0.0294 0.01068 0.007350 2830.728
B,C 2830.72 2823.60 7.12 237257.66 -0.0036 0.00051
B,F 2830.72 2828.52 2.20 7211.93 -0.0126 0.00574
qB = -0.0131
∑QB = 0.0001 0.01693 0.007350
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.72 2823.60 7.12 237257.66 0.0036 0.00051 0.0147976 2823.613
D,C 2829.64 2823.60 6.04 263619.62 0.0031 0.00052
J,C 2838.38 2823.60 14.78 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0147976
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.64 2823.60 6.04 263619.62 -0.0031 0.00052 0.0229951 2829.660
E,D 2831.12 2829.64 1.48 64942.06 0.0031 0.00210
M,D 2836.71 2829.64 7.07 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0001 0.00411 0.0229951
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.48 2831.12 2.36 8113.42 0.0123 0.00522 0.00555 2831.124
E,D 2831.12 2829.64 1.48 64942.06 -0.0031 0.00210
qE = -0.0092
∑QE = 0.0000 0.00733 0.00555
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.72 2828.52 2.20 7211.93 0.0126 0.00574 0.019526 2828.537
F,G 2828.52 2825.33 3.19 64942.06 -0.0047 0.00148
qF = -0.0079
∑QF = 0.0001 0.00722 0.019526
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.52 2825.33 3.19 64942.06 0.0047 0.00148 0.021564 2825.352
H,G 2832.56 2825.33 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0000 0.00255 0.021564
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.56 2825.33 7.23 58447.86 -0.0078 0.00107 0.019512 2832.579
J,H 2838.38 2832.56 5.82 9014.92 0.0189 0.00326
qH = -0.0111
∑QH = 0.0000 0.00433 0.019512
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.18 2838.38 3.80 1998.72 0.0340 0.00893 0.020085 2838.398
J,H 2838.38 2832.56 5.82 9014.92 -0.0189 0.00326
J,C 2838.38 2823.60 14.78 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0001 0.01253 0.020085
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.18 2.82 369.94 0.0718 0.02549 0.006453 2842.189
K,J 2842.18 2838.38 3.80 1998.72 -0.0340 0.00893
K,N 2842.18 2840.59 1.59 1110.40 -0.0291 0.01831
qK = -0.0085
∑QK= 0.0002 0.05273 0.006453
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.59 2836.71 3.88 6761.19 0.0178 0.00458 0.011407 2836.721
M,D 2836.71 2829.64 7.07 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0000 0.00607 0.011407
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.18 2840.59 1.59 1110.40 0.0291 0.01831 0.018982 2840.609
N,M 2840.59 2836.71 3.88 6761.19 -0.0178 0.00458
qN = -0.0111
∑QN = 0.0002 0.02289 0.018982
22 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.480 2830.728 2823.613 2829.660 2831.124 2828.537 2825.352 2832.579 2838.398 2842.189 2836.721 2840.609 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.48 1.52 277.45 0.0601 0.03955 0.001937 2833.482
A,B 2833.48 2830.73 2.75 1887.68 -0.0294 0.01069
A,E 2833.48 2831.12 2.36 8113.42 -0.0123 0.00522
qA = -0.0183
∑QA = 0.0001 0.05546 0.001937
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.480 2830.73 2.75 1887.68 0.0294 0.01069 0.010005 2830.738
B,C 2830.73 2823.61 7.11 237257.66 -0.0036 0.00051
B,F 2830.73 2828.54 2.19 7211.93 -0.0126 0.00576
qB = -0.0131
∑QB = 0.0001 0.01695 0.010005
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.73 2823.61 7.11 237257.66 0.0036 0.00051 0.0164594 2823.629
D,C 2829.66 2823.61 6.05 263619.62 0.0031 0.00052
J,C 2838.40 2823.61 14.79 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0164594
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.66 2823.61 6.05 263619.62 -0.0031 0.00052 0.0087873 2829.669
E,D 2831.12 2829.66 1.46 64942.06 0.0031 0.00211
M,D 2836.72 2829.66 7.06 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0000 0.00412 0.0087873
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.48 2831.12 2.36 8113.42 0.0123 0.00522 0.00993 2831.134
E,D 2831.12 2829.66 1.46 64942.06 -0.0031 0.00211
qE = -0.0092
∑QE = 0.0000 0.00734 0.00993
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.73 2828.54 2.19 7211.93 0.0126 0.00576 0.010228 2828.547
F,G 2828.54 2825.35 3.18 64942.06 -0.0047 0.00148
qF = -0.0079
∑QF = 0.0000 0.00724 0.010228
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.54 2825.35 3.18 64942.06 0.0047 0.00148 0.019515 2825.372
H,G 2832.58 2825.35 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0000 0.00255 0.019515
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.58 2825.35 7.23 58447.86 -0.0078 0.00107 0.020452 2832.600
J,H 2838.40 2832.58 5.82 9014.92 0.0189 0.00326
qH = -0.0111
∑QH = 0.0000 0.00433 0.020452
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.19 2838.40 3.79 1998.72 0.0339 0.00894 0.010056 2838.408
J,H 2838.40 2832.58 5.82 9014.92 -0.0189 0.00326
J,C 2838.40 2823.61 14.79 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0001 0.01254 0.010056
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.19 2.81 369.94 0.0717 0.02552 0.009980 2842.199
K,J 2842.19 2838.40 3.79 1998.72 -0.0339 0.00894
K,N 2842.19 2840.61 1.58 1110.40 -0.0290 0.01838
qK = -0.0085
∑QK= 0.0003 0.05284 0.009980
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.61 2836.72 3.89 6761.19 0.0178 0.00458 0.019975 2836.741
M,D 2836.72 2829.66 7.06 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0001 0.00607 0.019975
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.19 2840.61 1.58 1110.40 0.0290 0.01838 0.007407 2840.617
N,M 2840.61 2836.72 3.89 6761.19 -0.0178 0.00458
qN = -0.0111
∑QN = 0.0001 0.02295 0.007407
23 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.482 2830.738 2823.629 2829.669 2831.134 2828.547 2825.372 2832.600 2838.408 2842.199 2836.741 2840.617 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.48 1.52 277.45 0.0601 0.03957 0.002862 2833.485
A,B 2833.48 2830.74 2.74 1887.68 -0.0294 0.01070
A,E 2833.48 2831.13 2.35 8113.42 -0.0123 0.00523
qA = -0.0183
∑QA = 0.0001 0.05550 0.002862
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.482 2830.74 2.74 1887.68 0.0294 0.01070 0.005179 2830.743
B,C 2830.74 2823.63 7.11 237257.66 -0.0036 0.00051
B,F 2830.74 2828.55 2.19 7211.93 -0.0126 0.00576
qB = -0.0131
∑QB = 0.0000 0.01697 0.005179
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.74 2823.63 7.11 237257.66 0.0036 0.00051 0.0095517 2823.639
D,C 2829.67 2823.63 6.04 263619.62 0.0031 0.00052
J,C 2838.41 2823.63 14.78 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0095517
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.67 2823.63 6.04 263619.62 -0.0031 0.00052 0.0143847 2829.683
E,D 2831.13 2829.67 1.47 64942.06 0.0031 0.00211
M,D 2836.74 2829.67 7.07 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0000 0.00412 0.0143847
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.48 2831.13 2.35 8113.42 0.0123 0.00523 0.00390 2831.138
E,D 2831.13 2829.67 1.47 64942.06 -0.0031 0.00211
qE = -0.0092
∑QE = 0.0000 0.00735 0.00390
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.74 2828.55 2.19 7211.93 0.0126 0.00576 0.011947 2828.559
F,G 2828.55 2825.37 3.18 64942.06 -0.0047 0.00148
qF = -0.0079
∑QF = 0.0000 0.00724 0.011947
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.55 2825.37 3.18 64942.06 0.0047 0.00148 0.014514 2825.386
H,G 2832.60 2825.37 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0000 0.00256 0.014514
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.60 2825.37 7.23 58447.86 -0.0078 0.00107 0.012392 2832.612
J,H 2838.41 2832.60 5.81 9014.92 0.0189 0.00326
qH = -0.0111
∑QH = 0.0000 0.00433 0.012392
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.20 2838.41 3.79 1998.72 0.0339 0.00894 0.012874 2838.421
J,H 2838.41 2832.60 5.81 9014.92 -0.0189 0.00326
J,C 2838.41 2823.63 14.78 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0001 0.01254 0.012874
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.20 2.80 369.94 0.0716 0.02556 0.004272 2842.203
K,J 2842.20 2838.41 3.79 1998.72 -0.0339 0.00894
K,N 2842.20 2840.62 1.58 1110.40 -0.0291 0.01836
qK = -0.0085
∑QK= 0.0001 0.05286 0.004272
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.62 2836.74 3.88 6761.19 0.0178 0.00458 0.007733 2836.749
M,D 2836.74 2829.67 7.07 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0000 0.00607 0.007733
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.20 2840.62 1.58 1110.40 0.0291 0.01836 0.011978 2840.629
N,M 2840.62 2836.74 3.88 6761.19 -0.0178 0.00458
qN = -0.0111
∑QN = 0.0001 0.02295 0.011978
24 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.485 2830.743 2823.639 2829.683 2831.138 2828.559 2825.386 2832.612 2838.421 2842.203 2836.749 2840.629 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.48 1.52 277.45 0.0600 0.03960 0.001365 2833.486
A,B 2833.48 2830.74 2.74 1887.68 -0.0294 0.01071
A,E 2833.48 2831.14 2.35 8113.42 -0.0123 0.00523
qA = -0.0183
∑QA = 0.0000 0.05554 0.001365
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.485 2830.74 2.74 1887.68 0.0294 0.01071 0.006142 2830.749
B,C 2830.74 2823.64 7.10 237257.66 -0.0036 0.00051
B,F 2830.74 2828.56 2.18 7211.93 -0.0126 0.00576
qB = -0.0131
∑QB = 0.0001 0.01698 0.006142
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.74 2823.64 7.10 237257.66 0.0036 0.00051 0.0105877 2823.649
D,C 2829.68 2823.64 6.04 263619.62 0.0031 0.00052
J,C 2838.42 2823.64 14.78 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0105877
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.68 2823.64 6.04 263619.62 -0.0031 0.00052 0.0059761 2829.689
E,D 2831.14 2829.68 1.46 64942.06 0.0031 0.00212
M,D 2836.75 2829.68 7.07 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0000 0.00413 0.0059761
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.48 2831.14 2.35 8113.42 0.0123 0.00523 0.00618 2831.144
E,D 2831.14 2829.68 1.46 64942.06 -0.0031 0.00212
qE = -0.0092
∑QE = 0.0000 0.00735 0.00618
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.74 2828.56 2.18 7211.93 0.0126 0.00576 0.007077 2828.566
F,G 2828.56 2825.39 3.17 64942.06 -0.0047 0.00148
qF = -0.0079
∑QF = 0.0000 0.00725 0.007077
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.56 2825.39 3.17 64942.06 0.0047 0.00148 0.012130 2825.398
H,G 2832.61 2825.39 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0000 0.00256 0.012130
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.61 2825.39 7.23 58447.86 -0.0078 0.00107 0.013280 2832.625
J,H 2838.42 2832.61 5.81 9014.92 0.0189 0.00326
qH = -0.0111
∑QH = 0.0000 0.00433 0.013280
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.20 2838.42 3.78 1998.72 0.0339 0.00895 0.006517 2838.428
J,H 2838.42 2832.61 5.81 9014.92 -0.0189 0.00326
J,C 2838.42 2823.64 14.78 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0000 0.01255 0.006517
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.20 2.80 369.94 0.0715 0.02558 0.006333 2842.210
K,J 2842.20 2838.42 3.78 1998.72 -0.0339 0.00895
K,N 2842.20 2840.63 1.57 1110.40 -0.0290 0.01840
qK = -0.0085
∑QK= 0.0002 0.05293 0.006333
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.63 2836.75 3.88 6761.19 0.0178 0.00458 0.012571 2836.762
M,D 2836.75 2829.68 7.07 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0000 0.00607 0.012571
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.20 2840.63 1.57 1110.40 0.0290 0.01840 0.004949 2840.634
N,M 2840.63 2836.75 3.88 6761.19 -0.0178 0.00458
qN = -0.0111
∑QN = 0.0001 0.02298 0.004949
25 .- ITERACION
Nodo T1 A B C D E F G H J K M N T2Hº 2835.000 2833.486 2830.749 2823.649 2829.689 2831.144 2828.566 2825.398 2832.625 2838.428 2842.210 2836.762 2840.634 2845.000
COMPENSACION DE LAS COTAS PIEZOMETRICAS
Nodo Tramo Hi Hj hf K Q Q/hf ∆HA HA
AT1,A 2835.00 2833.49 1.51 277.45 0.0600 0.03962 0.001765 2833.488
A,B 2833.49 2830.75 2.74 1887.68 -0.0293 0.01071
A,E 2833.49 2831.14 2.34 8113.42 -0.0123 0.00524
qA = -0.0183
∑QA = 0.0001 0.05557 0.001765
Nodo Tramo Hi Hj hf K Q Q/hf ∆HB HB
BA,B 2833.486 2830.75 2.74 1887.68 0.0293 0.01071 0.003577 2830.752
B,C 2830.75 2823.65 7.10 237257.66 -0.0036 0.00051
B,F 2830.75 2828.57 2.18 7211.93 -0.0126 0.00577
qB = -0.0131
∑QB = 0.0000 0.01699 0.003577
Nodo Tramo Hi Hj hf K Q Q/hf ∆HC HC
CB,C 2830.75 2823.65 7.10 237257.66 0.0036 0.00051 0.0061709 2823.656
D,C 2829.69 2823.65 6.04 263619.62 0.0031 0.00052
J,C 2838.43 2823.65 14.78 263619.62 0.0051 0.00034
qC = -0.0118
∑QC = 0.0000 0.00137 0.0061709
Nodo Tramo Hi Hj hf K Q Q/hf ∆HD HD
DD,C 2829.69 2823.65 6.04 263619.62 -0.0031 0.00052 0.0090383 2829.698
E,D 2831.14 2829.69 1.46 64942.06 0.0031 0.00212
M,D 2836.76 2829.69 7.07 32471.03 0.0105 0.00149
qD = -0.0105
∑QD = 0.0000 0.00413 0.0090383
Nodo Tramo Hi Hj hf K Q Q/hf ∆HE HE
EA,E 2833.49 2831.14 2.34 8113.42 0.0123 0.00524 0.00269 2831.147
E,D 2831.14 2829.69 1.46 64942.06 -0.0031 0.00212
qE = -0.0092
∑QE = 0.0000 0.00736 0.00269
Nodo Tramo Hi Hj hf K Q Q/hf ∆HF HF
FB,F 2830.75 2828.57 2.18 7211.93 0.0126 0.00577 0.007364 2828.573
F,G 2828.57 2825.40 3.17 64942.06 -0.0047 0.00148
qF = -0.0079
∑QF = 0.0000 0.00725 0.007364
Nodo Tramo Hi Hj hf K Q Q/hf ∆HG HG
GF,G 2828.57 2825.40 3.17 64942.06 0.0047 0.00148 0.009679 2825.408
H,G 2832.63 2825.40 7.23 58447.86 0.0078 0.00107
qG = -0.0124
∑QG = 0.0000 0.00256 0.009679
Nodo Tramo Hi Hj hf K Q Q/hf ∆HH HH
HH,G 2832.63 2825.40 7.23 58447.86 -0.0078 0.00107 0.007905 2832.633
J,H 2838.43 2832.63 5.80 9014.92 0.0189 0.00326
qH = -0.0111
∑QH = 0.0000 0.00433 0.007905
Nodo Tramo Hi Hj hf K Q Q/hf ∆HJ HJ
JK,J 2842.21 2838.43 3.78 1998.72 0.0339 0.00895 0.008252 2838.436
J,H 2838.43 2832.63 5.80 9014.92 -0.0189 0.00326
J,C 2838.43 2823.65 14.78 263619.62 -0.0051 0.00034
qJ= -0.0098
∑QJ= 0.0001 0.01256 0.008252
Nodo Tramo Hi Hj hf K Q Q/hf ∆HK HK
KT2,K 2845.00 2842.21 2.79 369.94 0.0714 0.02560 0.002820 2842.212
K,J 2842.21 2838.43 3.78 1998.72 -0.0339 0.00895
K,N 2842.21 2840.63 1.58 1110.40 -0.0290 0.01840
qK = -0.0085
∑QK= 0.0001 0.05295 0.002820
Nodo Tramo Hi Hj hf K Q Q/hf ∆HM HM
MN,M 2840.63 2836.76 3.87 6761.19 0.0178 0.00459 0.005196 2836.767
M,D 2836.76 2829.69 7.07 32471.03 -0.0105 0.00149
qM = -0.0072
∑QM = 0.0000 0.00608 0.005196
Nodo Tramo Hi Hj hf K Q Q/hf ∆HN HN
NK,N 2842.21 2840.63 1.58 1110.40 0.0290 0.01840 0.007578 2840.641
N,M 2840.63 2836.76 3.87 6761.19 -0.0178 0.00459
qN = -0.0111
∑QN = 0.0001 0.02298 0.007578
PRESIONES EN LOS NODOS
Nodo H▼ ▼Tub PresT1 2835.00A 2833.49 2810 23.49B 2830.75 2815 15.75C 2823.66 2801 22.66 DATOS
D 2829.70 2802 27.70 Nº Lista L T A B C D E F G H J K M N
E 2831.15 2795 36.15 13 880 2835 2810 2815 2801 2802 2795 2790 2785 2797 2800 2805 2814 2810
F 2828.57 2790 38.57G 2825.41 2785 40.41H 2832.63 2797 35.63J 2838.44 2800 38.44K 2842.21 2805 37.21M 2836.77 2814 22.77N 2840.64 2810 30.64T2 2845.00
Tramo Nº Qtram (q/l) diam vel
T1-A 0 67.331 0.300 0.953
A-E 1 17.459 0.150 0.988
A-B 2 31.532 0.200 1.004
B-F 3 13.716 0.150 0.776
B-C 4 4.716 0.075 1.067
E-D 5 8.289 0.100 1.055
D-C 6 4.716 0.075 1.067
F-G 7 5.856 0.100 0.746
C-J 8 2.358 0.075 0.534
D-M 9 6.907 0.100 0.879
M-N 10 14.112 0.150 0.799
K-N 11 25.247 0.200 0.804
J-K 12 29.907 0.200 0.952
J-H 13 17.724 0.150 1.003
G-H 14 6.589 0.100 0.839
T2-K 15 63.669 0.300 0.901
▼ Agua en el tanque
0
L= 792
Q= 67.331
D= 0.29279
1
Q= 17.459 A 2L= 792 Q= 31.53
L= 748
9.17 E 18.34
B
5 Anillo I
Q= 8.289
L= 792 Q=
L=
6
D Q= 4.716
L= 880
10.48 C 11.79
9
Q= 6.907 8
L= 660 Q= 2.358
L= 440
Anillo III 9.83
M
J
7.21 12
Q= 29.907 Q=
10 L= 440 L=
Q= 14.112
L= 792
N
T1
K11
Q= 25.25 8.52
11.135 L= 748.0
15
L= 1056
Q= 63.669
D= 0.28472
T1T2
0
1
7
1
6
0
1
8
1
7
0
1
9
1
1
8
1
5
0
1
5
1
4
1
3
0
1
4
1
2
0
11
1
0
6
1
3
1
1
1
0
2
2
Gq
n
K
GHFHn
K
GHAH GF
Fq
n
KFHEH
n
K
GHFH FF
Eq
n
KE
HT
H
n
KFHEH
n
KDHEH
EF
Dq
n
KD
HE
Hn
K
CHDHn
K
DHAH DF
Cq
n
K
CHDH
n
K
CHBH CF
Bq
n
K
CHBHn
K
BHAH BF
Aq
KG
HA
H
n
K
DHAH
n
K
BHAHn
K
AHT
H
AF
ECUACIONES DE CAUDAL (NODO)
Tramo 0 1 2 3 4 5 6 7 8
QoF1= - Q1 - Q2
F2= + Q2 - Q3
F3= Q3 - Q5 - Q7
F4= Q5 Q6 - Q8
F5= Q1 - Q4
F6= Q4 - Q6
F7=
F8=
F9= +Q8
F10= + Q7
F11=
F12=
METODO GRADIENTE HIDRAULICO(NEWTON RAPSON)
Tramo Nº
T1-A 0
A-E 1
A-B 2
B-F 3
B-C 4
13.10 3 E-D 5
Q= 13.72 D-C 6
L= 880 7.86 F-G 7
C-J 8
F D-M 9
M-N 10
4 K-N 11
4.716 J-K 12
880 7 J-H 13
Q= 5.86 G-H 14
L= 704 T2-K 15
Anillo II
G
12.45
14
Q= 6.59
H L= 792
13
17.724
880 11.14
131.000
0
1
7
1
6
0
1
8
1
7
0
1
9
1
1
8
1
5
0
1
5
1
4
1
3
0
1
4
1
2
0
11
1
0
6
1
3
1
1
1
0
2
2
Gq
n
K
GHFHn
K
GHAH GF
Fq
n
KFHEH
n
K
GHFH FF
Eq
n
KE
HT
H
n
KFHEH
n
KDHEH
EF
Dq
n
KD
HE
Hn
K
CHDHn
K
DHAH DF
Cq
n
K
CHDH
n
K
CHBH CF
Bq
n
K
CHBHn
K
BHAH BF
Aq
KG
HA
H
n
K
DHAH
n
K
BHAHn
K
AHT
H
AF
9 10 11 12 13 14 15 qn
- qA =
- qB =
- qC =
- qD =
- qE =
- qF =
- qG =
- qH =
- qJ =
- qK =
- qM =
- qN =
ΣQ,A
ΣQ,B
ΣQ,C
ΣQ,D
ΣQ,E
- Q9 ΣQ,F
+ Q9 - Q10 ΣQ,G
+ Q10 +Q11 - Q14 ΣQ,H
-Q11 +Q12 ΣQ,J
-Q12 -Q13 ΣQ,K
Q13 ΣQ,M
ΣQ,N
METODO GRADIENTE HIDRAULICO(NEWTON RAPSON)
Qtram D Dc V L C K hf
67.331 0.293 0.300 0.953 792.000 150 277 1.875 0
17.459 0.149 0.150 0.988 792.000 150 8113 4.502 1
31.532 0.200 0.200 1.004 748.000 150 1888 3.131 2
13.716 0.132 0.150 0.776 704.000 150 7212 2.560 3
4.716 0.077 0.075 1.067 792.000 150 237258 11.659 4
8.289 0.103 0.100 1.055 880.000 150 64942 9.069 5
4.716 0.077 0.075 1.067 880.000 150 263620 12.955 6
5.856 0.086 0.100 0.746 880.000 150 64942 4.766 7
2.358 0.055 0.075 0.534 880.000 150 263620 3.589 8
6.907 0.094 0.100 0.879 440.000 150 32471 3.235 9
14.112 0.134 0.150 0.799 660.000 150 6761 2.530 10
25.247 0.179 0.200 0.804 440.000 150 1110 1.220 11
29.907 0.195 0.200 0.952 792.000 150 1999 3.005 12
17.724 0.150 0.150 1.003 880.000 150 9015 5.144 13
6.589 0.092 0.100 0.839 792.000 150 58448 5.335 14
63.669 0.285 0.300 0.901 1056.000 150 370 2.254 15
87,4852,1
67,10
DC
LK
DATOS Y COEFICIENTES DE TRAMO
Tramo 0 1 2Q 0.067 0.017 0.032L 792.0 792.0 748.0C 150 150 150D 0.300 0.150 0.200K 277 8113.424 1887.682
ITERACION Nº 1
COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B
Hº 2835 2830 2826
CAUDALES DE TRAMO
Tramo 0 1 2Kij = 277.452 8113.424 1887.682Qij = 0.114 0.018 0.036
0.1143 -0.0185 -0.0360
0.0360
0.0185
Fi = FUNCIONES O ECUACIONES DE CAUDAL
ΣQA F1=
ΣQB F2=
ΣQC F3=
ΣQD F4=
ΣQE F5=
ΣQF F6=
ΣQG F7=
ΣQH F8=
ΣQJ F9=
ΣQK F10=
ΣQM F11=
ΣQN F12=1
1
1
n
ij
ji
ijij
ij
K
HH
nKH
F
n
ij
jiij K
HHQ
1
Tramo 0 1 2
0.012347715 0.001995268 0.004858758
0.004858758
0.001995268
Matriz Jacobiana [D]
A B C
A -0.0192 0.004858758 0B 0.004858758 -0.0072 0.000246025C 0 0.000246025 -0.0008D 0 0 0.000385273E 0.001995268 0 0F 0 0.002126285 0G 0 0 0H 0 0 0J 0 0 0.000178368K 0 0 0M 0 0 0N 0 0 0
Σ∂F/∂H, DERIVADAS DE LAS FUNCIONES Fi
∂F1=
∂F2=
∂F3=
∂F4=
∂F5=
∂F6=
∂F7=
∂F8=
∂F9=
∂F10=∂F11=∂F12=
SISTEMA MATRICIAL: [D].[∆H] = [Sq]
OPERACIONES MATRICIALES: [D]-1.[Sq] = [∆H]
11
1
n
ij
ji
ijij
ij
K
HH
nKH
F
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
Nodo T1 A BHº 2835.00 2830.00 2826.00
∆H -4.398 -5.794
H' 2835.00 2834.40 2831.79
ITERACION Nº 2
COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B
Hº 2835.000 2834.398 2831.794
CAUDALES DE TRAMO
Tramo 0 1 2Kij = 277.452 8113.424 1887.682Qij = 0.036 0.011 0.029
0.0364 -0.0112 -0.0286
0.0286
Fi = FUNCIONES O ECUACIONES DE CAUDAL
ΣQA F1=
ΣQB F2=
ΣQC F3=
0.0112
Tramo 0 1 2
0.032711731 0.003046776 0.005918966
0.005918966
0.003046776
Matriz Jacobiana [D]
A B C
A -0.0417 0.005918966 0B 0.005918966 -0.0097 0.000287361C 0 0.000287361 -0.0008D 0 0 0.000275864
ΣQD F4=
ΣQE F5=
ΣQF F6=
ΣQG F7=
ΣQH F8=
ΣQJ F9=
ΣQK F10=
ΣQM F11=
ΣQN F12=
Σ∂F/∂H, DERIVADAS DE LAS FUNCIONES Fi
∂F1=
∂F2=
∂F3=
∂F4=
∂F5=
∂F6=
∂F7=
∂F8=
∂F9=
∂F10=
∂F11=
∂F12=
SISTEMA MATRICIAL: [D].[∆H] = [Sq]
E 0.003046776 0 0F 0 0.003504138 0G 0 0 0H 0 0 0J 0 0 0.000188937K 0 0 0M 0 0 0N 0 0 0
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
Nodo T1 A BHº 2835.00 2834.40 2831.79∆H 0.716 0.840H' 2835.00 2833.68 2830.95
ITERACION Nº 3
COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B
Hº 2835.000 2833.682 2830.954
CAUDALES DE TRAMO
OPERACIONES MATRICIALES: [D]-1.[Sq] = [∆H]
Tramo 0 1 2Kij = 277.452 8113.424 1887.682Qij = 0.056 0.012 0.029
0.0557 -0.0122 -0.0293
0.0293
0.0122
Tramo 0 1 2
0.022802828 0.002837709 0.005794517
0.005794517
0.002837709
Fi = FUNCIONES O ECUACIONES DE CAUDAL
ΣQA F1=
ΣQB F2=
ΣQC F3=
ΣQD F4=
ΣQE F5=
ΣQF F6=
ΣQG F7=
ΣQH F8=
ΣQJ F9=
ΣQK F10=
ΣQM F11=
ΣQN F12=
Σ∂F/∂H, DERIVADAS DE LAS FUNCIONES Fi
∂F1=
∂F2=
∂F3=
∂F4=
∂F5=
∂F6=
∂F7=
∂F8=
∂F9=
∂F10=
∂F11=
∂F12=
Matriz Jacobiana [D]
A B C
A -0.0314 0.005794517 0B 0.005794517 -0.0092 0.000274876C 0 0.000274876 -0.0007D 0 0 0.000277967E 0.002837709 0 0F 0 0.00313473 0G 0 0 0H 0 0 0J 0 0 0.000185602K 0 0 0M 0 0 0N 0 0 0
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
Nodo T1 A B
SISTEMA MATRICIAL: [D].[∆H] = [Sq]
OPERACIONES MATRICIALES: [D]-1.[Sq] = [∆H]
Hº 2835.00 2833.68 2830.95∆H 0.183 0.179H' 2835.00 2833.50 2830.78
ITERACION Nº 4
COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B
Hº 2835.000 2833.499 2830.775
CAUDALES DE TRAMO
Tramo 0 1 2Kij = 277.452 8113.424 1887.682Qij = 0.060 0.012 0.029
0.0597 -0.0122 -0.0292
0.0292
0.0122
Tramo 0 1 2
0.021479893 0.002834509 0.005798189
0.005798189
Fi = FUNCIONES O ECUACIONES DE CAUDAL
ΣQA F1=
ΣQB F2=
ΣQC F3=
ΣQD F4=
ΣQE F5=
ΣQF F6=
ΣQG F7=
ΣQH F8=
ΣQJ F9=
ΣQK F10=
ΣQM F11=
ΣQN F12=
Σ∂F/∂H, DERIVADAS DE LAS FUNCIONES Fi
∂F1=
∂F2=
∂F3=
0.002834509
Matriz Jacobiana [D]
A B C
A -0.0301 0.005798189 0B 0.005798189 -0.0092 0.000274653C 0 0.000274653 -0.0007D 0 0 0.000279214E 0.002834509 0 0F 0 0.003121625 0G 0 0 0H 0 0 0J 0 0 0.000185035K 0 0 0M 0 0 0N 0 0 0
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
∂F4=
∂F5=
∂F6=
∂F7=
∂F8=
∂F9=
∂F10=
∂F11=
∂F12=
SISTEMA MATRICIAL: [D].[∆H] = [Sq]
OPERACIONES MATRICIALES: [D]-1.[Sq] = [∆H]
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
Nodo T1 A BHº 2835.00 2833.50 2830.78∆H 0.006 0.005H' 2835.00 2833.49 2830.77
ITERACION Nº 5
COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B
Hº 2835.000 2833.494 2830.770
CAUDALES DE TRAMO
Tramo 0 1 2Kij = 277.452 8113.424 1887.682Qij = 0.060 0.012 0.029
0.0598 -0.0122 -0.0292
0.0292
0.0122
Fi = FUNCIONES O ECUACIONES DE CAUDAL
ΣQA F1=
ΣQB F2=
ΣQC F3=
ΣQD F4=
ΣQE F5=
ΣQF F6=
ΣQG F7=
ΣQH F8=
ΣQJ F9=
ΣQK F10=
Tramo 0 1 2
0.021442382 0.002834635 0.005798426
0.005798426
0.002834635
Matriz Jacobiana [D]
A B C
A -0.0301 0.005798426 0B 0.005798426 -0.0092 0.00027467C 0 0.00027467 -0.0007D 0 0 0.000279236E 0.002834635 0 0F 0 0.00312184 0G 0 0 0H 0 0 0J 0 0 0.000185016K 0 0 0M 0 0 0N 0 0 0
ΣQM F11=
ΣQN F12=
Σ∂F/∂H, DERIVADAS DE LAS FUNCIONES Fi
∂F1=
∂F2=
∂F3=
∂F4=
∂F5=
∂F6=
∂F7=
∂F8=
∂F9=
∂F10=
∂F11=
∂F12=
SISTEMA MATRICIAL: [D].[∆H] = [Sq]
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
Nodo T1 A BHº 2835.00 2833.49 2830.77∆H 0.000 0.000H' 2835.00 2833.49 2830.77
ITERACION Nº 6
COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B
Hº 2835.000 2833.494 2830.770
CAUDALES DE TRAMO
Tramo 0 1 2Kij = 277.452 8113.424 1887.682Qij = 0.060 0.012 0.029
0.0598 -0.0122 -0.0292
OPERACIONES MATRICIALES: [D]-1.[Sq] = [∆H]
Fi = FUNCIONES O ECUACIONES DE CAUDAL
ΣQA F1=
0.0292
0.0122
Tramo 0 1 2
0.02144235 0.002834635 0.005798426
0.005798426
0.002834635
Matriz Jacobiana [D]
A B C
A -0.0301 0.005798426 0B 0.005798426 -0.0092 0.00027467
ΣQB F2=
ΣQC F3=
ΣQD F4=
ΣQE F5=
ΣQF F6=
ΣQG F7=
ΣQH F8=
ΣQJ F9=
ΣQK F10=
ΣQM F11=
ΣQN F12=
Σ∂F/∂H, DERIVADAS DE LAS FUNCIONES Fi
∂F1=
∂F2=
∂F3=
∂F4=
∂F5=
∂F6=
∂F7=
∂F8=
∂F9=
∂F10=
∂F11=
∂F12=
SISTEMA MATRICIAL: [D].[∆H] = [Sq]
C 0 0.00027467 -0.0007D 0 0 0.000279236E 0.002834635 0 0F 0 0.00312184 0G 0 0 0H 0 0 0J 0 0 0.000185016K 0 0 0M 0 0 0N 0 0 0
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
Nodo T1 A BHº 2835.00 2833.49 2830.77∆H 0.000 0.000H' 2835.00 2833.49 2830.77
ITERACION Nº 7
COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B
Hº 2835.000 2833.494 2830.770
OPERACIONES MATRICIALES: [D]-1.[Sq] = [∆H]
CAUDALES DE TRAMO
Tramo 0 1 2Kij = 277.452 8113.424 1887.682Qij = 0.060 0.012 0.029
0.0598 -0.0122 -0.0292
0.0292
0.0122
Tramo 0 1 2
0.02144235 0.002834635 0.005798426
0.005798426
0.002834635
Fi = FUNCIONES O ECUACIONES DE CAUDAL
ΣQA F1=
ΣQB F2=
ΣQC F3=
ΣQD F4=
ΣQE F5=
ΣQF F6=
ΣQG F7=
ΣQH F8=
ΣQJ F9=
ΣQK F10=
ΣQM F11=
ΣQN F12=
Σ∂F/∂H, DERIVADAS DE LAS FUNCIONES Fi
∂F1=
∂F2=
∂F3=
∂F4=
∂F5=
∂F6=
∂F7=
∂F8=
∂F9=
∂F10=
∂F11=
Matriz Jacobiana [D]
A B C
A -0.0301 0.005798426 0B 0.005798426 -0.0092 0.00027467C 0 0.00027467 -0.0007D 0 0 0.000279236E 0.002834635 0 0F 0 0.00312184 0G 0 0 0H 0 0 0J 0 0 0.000185016K 0 0 0M 0 0 0N 0 0 0
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
∂F12=
SISTEMA MATRICIAL: [D].[∆H] = [Sq]
OPERACIONES MATRICIALES: [D]-1.[Sq] = [∆H]
Nodo T1 A BHº 2835.00 2833.49 2830.77∆H 0.000 0.000H' 2835.00 2833.49 2830.77
ITERACION Nº 8
COTAS PIEZOMETRICAS ADOPTADAS
Nodo T1 A B
Hº 2835.000 2833.494 2830.770
CAUDALES DE TRAMO
Tramo 0 1 2Kij = 277.452 8113.424 1887.682Qij = 0.060 0.012 0.029
0.0598 -0.0122 -0.0292
0.0292
0.0122
Tramo 0 1 2
0.02144235 0.002834635 0.005798426
0.005798426
Fi = FUNCIONES O ECUACIONES DE CAUDAL
ΣQA F1=
ΣQB F2=
ΣQC F3=
ΣQD F4=
ΣQE F5=
ΣQF F6=
ΣQG F7=
ΣQH F8=
ΣQJ F9=
ΣQK F10=
ΣQM F11=
ΣQN F12=
Σ∂F/∂H, DERIVADAS DE LAS FUNCIONES Fi
∂F1=
∂F2=
0.002834635
Matriz Jacobiana [D]
A B C
A -0.0301 0.005798426 0B 0.005798426 -0.0092 0.00027467C 0 0.00027467 -0.0007D 0 0 0.000279236E 0.002834635 0 0F 0 0.00312184 0G 0 0 0H 0 0 0J 0 0 0.000185016K 0 0 0M 0 0 0N 0 0 0
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
∂F3=
∂F4=
∂F5=
∂F6=
∂F7=
∂F8=
∂F9=
∂F10=
∂F11=
∂F12=
SISTEMA MATRICIAL: [D].[∆H] = [Sq]
OPERACIONES MATRICIALES: [D]-1.[Sq] = [∆H]
#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
Nodo T1 A BHº 2835.00 2833.49 2830.77∆H 0.000 0.000H' 2835.00 2833.49 2830.77
PRESIONES EN LOS NODOS
Nodo H▼ ▼Tub
T1 2835.00A 2833.49 2810
B 2830.77 2815
C 2823.69 2801
D 2829.73 2802
E 2831.16 2795
F 2828.60 2790
G 2825.45 2785
H 2832.67 2797
J 2838.46 2800
K 2842.23 2805
M 2836.80 2814
N 2840.66 2810
T2 2845.00
Tramo Nº
T1-A 0
A-E 1
A-B 2
B-F 3
B-C 4
E-D 5
D-C 6
F-G 7
C-J 8
D-M 9
M-N 10
K-N 11
J-K 12
J-H 13
G-H 14
T2-K 15
3 4 5 6 7 8 90.014 0.005 0.008 0.005 17.724 0.002 0.007704.0 792.0 880.0 880.0 880.0 880.0 440.0150 150 150 150 150 150 1500.150 0.075 0.100 0.075 0.100 0.075 0.100
7211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
C D E F G H J
2817 2820 2825 2821 2816 2825 2833
3 4 5 6 7 8 97211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
0.020 0.004 0.006 0.002 0.006 0.005 0.011
-0.0197 -0.0041
0.0041 0.0021 0.0053
0.0060 -0.0021 0.0113
-0.0060
0.0197 -0.0060
0.0060
-0.005
-0.011
11
1
n
ij
ji
ijij
ij
K
HH
nKH
F
3 4 5 6 7 8 9
0.002126285 0.000246025
0.000246025 0.00038527 0.000178368
0.000649003 0.00038527 0.0007601
0.000649003
0.002126285 0.000649003
0.000649003
0.000178368
0.0007601
Matriz Jacobiana [D]
D E F G H J K
0 0.001995268 0 0 0 0 00 0 0.002126285 0 0 0 0
0.000385273 0 0 0 0 0.000178368 0-0.0018 0.000649003 0 0 0 0 0
0.000649003 -0.0026 0 0 0 0 00 0 -0.0028 0.000649 0 0 00 0 0.000649003 -0.0012 0.000524224 0 00 0 0 0.00052422 -0.0020 0.001518414 00 0 0 0 0.001518414 -0.0059 0.00425150 0 0 0 0 0.004251467 -0.0191
0.000760126 0 0 0 0 0 00 0 0 0 0 0 0.0058395
[D]-1
11
1
n
ij
ji
ijij
ij
K
HH
nKH
F
nK
Q
H
Q n
1
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
C D E F G H J2817.00 2820.00 2825.00 2821.00 2816.00 2825.00 2833.00-8.373 -11.574 -7.406 -9.106 -10.990 -8.930 -6.4912825.37 2831.57 2832.41 2830.11 2826.99 2833.93 2839.49
C D E F G H J
2825.373 2831.574 2832.406 2830.106 2826.990 2833.930 2839.491
3 4 5 6 7 8 97211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
0.011 0.003 0.002 0.003 0.005 0.005 0.011
-0.0110 -0.0034
0.0034 0.0032 0.0049
0.0023 -0.0032 0.0105
-0.0023
0.0110 -0.0047
0.0047
-0.005
-0.011
3 4 5 6 7 8 9
0.003504138 0.000287361
0.000287361 0.00027586 0.000188937
0.001480586 0.00027586 0.000805
0.001480586
0.003504138 0.000806724
0.000806724
0.000188937
0.000805
Matriz Jacobiana [D]
D E F G H J K
0 0.003046776 0 0 0 0 00 0 0.003504138 0 0 0 0
0.000275864 0 0 0 0 0.000188937 0-0.0026 0.001480586 0 0 0 0 0
0.001480586 -0.0045 0 0 0 0 00 0 -0.0043 0.00080672 0 0 00 0 0.000806724 -0.0014 0.000590805 0 00 0 0 0.00059081 -0.0024 0.001794978 00 0 0 0 0.001794978 -0.0069 0.00492280 0 0 0 0 0.004922756 -0.0361
0.000805025 0 0 0 0 0 00 0 0 0 0 0 0.014551
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
C D E F G H J2825.37 2831.57 2832.41 2830.11 2826.99 2833.93 2839.491.490 1.592 1.049 1.302 1.376 1.145 0.9332823.88 2829.98 2831.36 2828.80 2825.61 2832.79 2838.56
C D E F G H J
2823.882 2829.982 2831.357 2828.804 2825.614 2832.785 2838.558
[D]-1
3 4 5 6 7 8 97211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
0.012 0.004 0.003 0.003 0.005 0.005 0.011
-0.0125 -0.0036
0.0036 0.0031 0.0050
0.0030 -0.0031 0.0105
-0.0030
0.0125 -0.0047
0.0047
-0.005
-0.011
3 4 5 6 7 8 9
0.00313473 0.000274876
0.000274876 0.00027797 0.000185602
0.001175316 0.00027797 0.0008047
0.001175316
0.00313473 0.000798101
0.000798101
0.000185602
0.0008047
Matriz Jacobiana [D]
D E F G H J K
0 0.002837709 0 0 0 0 00 0 0.00313473 0 0 0 0
0.000277967 0 0 0 0 0.000185602 0-0.0023 0.001175316 0 0 0 0 0
0.001175316 -0.0040 0 0 0 0 00 0 -0.0039 0.0007981 0 0 00 0 0.000798101 -0.0014 0.000581978 0 00 0 0 0.00058198 -0.0023 0.001764412 00 0 0 0 0.001764412 -0.0068 0.00484980 0 0 0 0 0.004849812 -0.0294
0.000804665 0 0 0 0 0 00 0 0 0 0 0 0.0104922
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
C D E F G H J
[D]-1
2823.88 2829.98 2831.36 2828.80 2825.61 2832.79 2838.560.192 0.251 0.189 0.199 0.163 0.112 0.0942823.69 2829.73 2831.17 2828.61 2825.45 2832.67 2838.46
C D E F G H J
2823.691 2829.731 2831.168 2828.605 2825.451 2832.673 2838.464
3 4 5 6 7 8 97211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
0.013 0.004 0.003 0.003 0.005 0.005 0.011
-0.0125 -0.0036
0.0036 0.0031 0.0051
0.0031 -0.0031 0.0105
-0.0031
0.0125 -0.0047
0.0047
-0.005
-0.011
3 4 5 6 7 8 9
0.003121625 0.000274653
0.000274653 0.00027921 0.000185035
0.001151673 0.00027921 0.0008044
0.001151673
0.003121625 0.000802241
0.000802241
0.000185035
0.0008044
Matriz Jacobiana [D]
D E F G H J K
0 0.002834509 0 0 0 0 00 0 0.003121625 0 0 0 0
0.000279214 0 0 0 0 0.000185035 0-0.0022 0.001151673 0 0 0 0 0
0.001151673 -0.0040 0 0 0 0 00 0 -0.0039 0.00080224 0 0 00 0 0.000802241 -0.0014 0.000580076 0 00 0 0 0.00058008 -0.0023 0.001761864 00 0 0 0 0.001761864 -0.0068 0.00484360 0 0 0 0 0.004843647 -0.0287
0.000804445 0 0 0 0 0 00 0 0 0 0 0 0.0099777
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
[D]-1
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
C D E F G H J2823.69 2829.73 2831.17 2828.61 2825.45 2832.67 2838.460.005 0.006 0.005 0.005 0.004 0.002 0.0012823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.46
C D E F G H J
2823.686 2829.725 2831.163 2828.600 2825.447 2832.672 2838.463
3 4 5 6 7 8 97211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
0.013 0.004 0.003 0.003 0.005 0.005 0.011
-0.0125 -0.0036
0.0036 0.0031 0.0051
0.0031 -0.0031 0.0105
-0.0031
0.0125 -0.0047
0.0047
-0.005
-0.011
3 4 5 6 7 8 9
0.00312184 0.00027467
0.00027467 0.00027924 0.000185016
0.001151643 0.00027924 0.0008044
0.001151643
0.00312184 0.000802396
0.000802396
0.000185016
0.0008044
Matriz Jacobiana [D]
D E F G H J K
0 0.002834635 0 0 0 0 00 0 0.00312184 0 0 0 0
0.000279236 0 0 0 0 0.000185016 0-0.0022 0.001151643 0 0 0 0 0
0.001151643 -0.0040 0 0 0 0 00 0 -0.0039 0.0008024 0 0 00 0 0.000802396 -0.0014 0.00058 0 00 0 0 0.00058 -0.0023 0.001761772 00 0 0 0 0.001761772 -0.0068 0.00484340 0 0 0 0 0.00484343 -0.0287
0.000804424 0 0 0 0 0 00 0 0 0 0 0 0.0099651
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
C D E F G H J2823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.460.000 0.000 0.000 0.000 0.000 0.000 0.0002823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.46
C D E F G H J
2823.686 2829.725 2831.163 2828.600 2825.447 2832.672 2838.463
3 4 5 6 7 8 97211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
0.013 0.004 0.003 0.003 0.005 0.005 0.011
[D]-1
-0.0125 -0.0036
0.0036 0.0031 0.0051
0.0031 -0.0031 0.0105
-0.0031
0.0125 -0.0047
0.0047
-0.005
-0.011
3 4 5 6 7 8 9
0.00312184 0.00027467
0.00027467 0.00027924 0.000185016
0.001151643 0.00027924 0.0008044
0.001151643
0.00312184 0.000802396
0.000802396
0.000185016
0.0008044
Matriz Jacobiana [D]
D E F G H J K
0 0.002834635 0 0 0 0 00 0 0.00312184 0 0 0 0
0.000279236 0 0 0 0 0.000185016 0-0.0022 0.001151643 0 0 0 0 0
0.001151643 -0.0040 0 0 0 0 00 0 -0.0039 0.0008024 0 0 00 0 0.000802396 -0.0014 0.00058 0 00 0 0 0.00058 -0.0023 0.001761772 00 0 0 0 0.001761772 -0.0068 0.00484340 0 0 0 0 0.00484343 -0.0287
0.000804424 0 0 0 0 0 00 0 0 0 0 0 0.0099651
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
C D E F G H J2823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.460.000 0.000 0.000 0.000 0.000 0.000 0.0002823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.46
C D E F G H J
2823.686 2829.725 2831.163 2828.600 2825.447 2832.672 2838.463
[D]-1
3 4 5 6 7 8 97211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
0.013 0.004 0.003 0.003 0.005 0.005 0.011
-0.0125 -0.0036
0.0036 0.0031 0.0051
0.0031 -0.0031 0.0105
-0.0031
0.0125 -0.0047
0.0047
-0.005
-0.011
3 4 5 6 7 8 9
0.00312184 0.00027467
0.00027467 0.00027924 0.000185016
0.001151643 0.00027924 0.0008044
0.001151643
0.00312184 0.000802396
0.000802396
0.000185016
0.0008044
Matriz Jacobiana [D]
D E F G H J K
0 0.002834635 0 0 0 0 00 0 0.00312184 0 0 0 0
0.000279236 0 0 0 0 0.000185016 0-0.0022 0.001151643 0 0 0 0 0
0.001151643 -0.0040 0 0 0 0 00 0 -0.0039 0.0008024 0 0 00 0 0.000802396 -0.0014 0.00058 0 00 0 0 0.00058 -0.0023 0.001761772 00 0 0 0 0.001761772 -0.0068 0.00484340 0 0 0 0 0.00484343 -0.0287
0.000804424 0 0 0 0 0 00 0 0 0 0 0 0.0099651
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
[D]-1
C D E F G H J2823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.460.000 0.000 0.000 0.000 0.000 0.000 0.0002823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.46
C D E F G H J
2823.686 2829.725 2831.163 2828.600 2825.447 2832.672 2838.463
3 4 5 6 7 8 97211.932 237257.657 64942.063 263619.618 64942.063 263619.618 32471.031
0.013 0.004 0.003 0.003 0.005 0.005 0.011
-0.0125 -0.0036
0.0036 0.0031 0.0051
0.0031 -0.0031 0.0105
-0.0031
0.0125 -0.0047
0.0047
-0.005
-0.011
3 4 5 6 7 8 9
0.00312184 0.00027467
0.00027467 0.00027924 0.000185016
0.001151643 0.00027924 0.0008044
0.001151643
0.00312184 0.000802396
0.000802396
0.000185016
0.0008044
Matriz Jacobiana [D]
D E F G H J K
0 0.002834635 0 0 0 0 00 0 0.00312184 0 0 0 0
0.000279236 0 0 0 0 0.000185016 0-0.0022 0.001151643 0 0 0 0 0
0.001151643 -0.0040 0 0 0 0 00 0 -0.0039 0.0008024 0 0 00 0 0.000802396 -0.0014 0.00058 0 00 0 0 0.00058 -0.0023 0.001761772 00 0 0 0 0.001761772 -0.0068 0.00484340 0 0 0 0 0.00484343 -0.0287
0.000804424 0 0 0 0 0 00 0 0 0 0 0 0.0099651
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
[D]-1
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CORRECCION O COMPENSACION DE COTAS PIEZOMETRICAS
C D E F G H J2823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.460.000 0.000 0.000 0.000 0.000 0.000 0.0002823.69 2829.73 2831.16 2828.60 2825.45 2832.67 2838.46
Pres
23.49 18.3415.77 13.122.69 11.7927.73 10.4836.16 9.1738.60 7.8640.45 12.44535.67 11.13538.46 9.82537.23 8.51522.80 7.20530.66 11.135
131
Qtram (q/l) diam vel
67.331 0.300 0.953
17.459 0.150 0.988
31.532 0.200 1.004
13.716 0.150 0.776
4.716 0.075 1.067
8.289 0.100 1.055
4.716 0.075 1.067
5.856 0.100 0.746
2.358 0.075 0.534
6.907 0.100 0.879
14.112 0.150 0.799
25.247 0.200 0.804
29.907 0.200 0.952
17.724 0.150 1.003
6.589 0.100 0.839
63.669 0.300 0.901
10 11 12 13 14 150.014 0.025 0.030 0.018 0.007 0.064660.0 440.0 792.0 880.0 792.0 1056.0150 150 150 150 150 1500.150 0.200 0.200 0.150 0.100 0.300
6761.186 1110.401 1998.723 9014.915 58447.857 369.936
K M N T22838 2828 2833 2845.000
10 11 12 13 14 156761.186 1110.401 1998.723 9014.915 58447.857 369.936
0.020 0.054 0.039 0.022 0.009 0.117
-0.0183
-0.0131
-0.0118
-0.0105
-0.0092
-0.0079
0.009 -0.0124
0.022 -0.009 -0.0111
0.039 -0.022 -0.0098
-0.054 -0.039 0.117 -0.0085
0.020 -0.0072
-0.020 0.054 -0.0111
10 11 12 13 14 15
=
=
=
=
=
=
0.000524224 =
0.0015184139 0.000524224 =
0.004251467 0.0015184139 =
0.005839491 0.004251467 0.009055238 =0.002201688 =0.002201688 0.005839491 =
[Sq]
M N
0 0
*
= 0.0415300 0 = -0.0008960 0 = -0.000263
0.000760126 0 = 0.0046510 0 = 0.0032960 0 = 0.0058200 0 = 0.0023030 0 = 0.0026240 0 = 0.0017610 0.005839491 = 0.015435
-0.0030 0.002201688 = 0.0019210.002201688 -0.0080 = 0.022551
[Sq]
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[∆H]
#VALUE! #VALUE!
*
4.15300E-02 = #VALUE!#VALUE! #VALUE! -8.96461E-04 = #VALUE!
#VALUE! #VALUE! -2.63261E-04 = #VALUE!
#VALUE! #VALUE! 4.65121E-03 = #VALUE!
#VALUE! #VALUE! 3.29642E-03 = #VALUE!
#VALUE! #VALUE! 5.81963E-03 = #VALUE!
#VALUE! #VALUE! 2.30253E-03 = #VALUE!
#VALUE! #VALUE! 2.62405E-03 = #VALUE!#VALUE! #VALUE! 1.76135E-03 = #VALUE!#VALUE! #VALUE! 1.54348E-02 = #VALUE!#VALUE! #VALUE! 1.92060E-03 = #VALUE!#VALUE! #VALUE! 2.25511E-02 = #VALUE!
K M N T22838.00 2828.00 2833.00 2845.00-5.126 -10.635 -9.4392843.13 2838.64 2842.44 2845.00
K M N T2
2843.126 2838.635 2842.439 2845.000
10 11 12 13 14 156761.186 1110.401 1998.723 9014.915 58447.857 369.936
0.018 0.019 0.033 0.018 0.008 0.058
-0.0183
-0.0131
-0.0118
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
-0.0105
-0.0092
-0.0079
0.008 -0.0124
0.018 -0.008 -0.0111
0.033 -0.018 -0.0098
-0.019 -0.033 0.058 -0.0085
0.018 -0.0072
-0.018 0.019 -0.0111
10 11 12 13 14 15
=
=
=
=
=
=
0.000590805 =
0.001794978 0.000590805 =
0.004922756 0.001794978 =
0.014551035 0.004922756 0.016604876 =
0.002496834 =
0.002496834 0.014551035 =
[Sq]
M N
0 0
*
= -0.0216920 0 = 0.0010790 0 = -0.000264
0.000805025 0 = -0.000837
[∆H]
∆HA
∆HB
∆HC
∆HD
0 0
*= -0.000211
0 0 = -0.0015610 0 = -0.0001960 0 = -0.0002430 0 = -0.0001050 0.014551035 = -0.002560
-0.0033 0.002496834 = -0.0001440.002496834 -0.0170 = -0.010206
[Sq]
#VALUE! #VALUE!
*
-2.16922E-02 = #VALUE!#VALUE! #VALUE! 1.07888E-03 = #VALUE!#VALUE! #VALUE! -2.64301E-04 = #VALUE!#VALUE! #VALUE! -8.37019E-04 = #VALUE!#VALUE! #VALUE! -2.10838E-04 = #VALUE!#VALUE! #VALUE! -1.56120E-03 = #VALUE!#VALUE! #VALUE! -1.95795E-04 = #VALUE!#VALUE! #VALUE! -2.43295E-04 = #VALUE!#VALUE! #VALUE! -1.05348E-04 = #VALUE!#VALUE! #VALUE! -2.55978E-03 = #VALUE!#VALUE! #VALUE! -1.44382E-04 = #VALUE!#VALUE! #VALUE! -1.02063E-02 = #VALUE!
K M N T22843.13 2838.64 2842.44 2845.000.813 1.585 1.5252842.31 2837.05 2840.91 2845.00
K M N T22842.313 2837.050 2840.914 2845.000
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
10 11 12 13 14 156761.186 1110.401 1998.723 9014.915 58447.857 369.936
0.018 0.027 0.034 0.019 0.008 0.070
-0.0183
-0.0131
-0.0118
-0.0105
-0.0092
-0.0079
0.008 -0.0124
0.019 -0.008 -0.0111
0.034 -0.019 -0.0098
-0.027 -0.034 0.070 -0.0085
0.018 -0.0072
-0.018 0.027 -0.0111
10 11 12 13 14 15
=
=
=
=
=
=
0.000581978 =
0.0017644125 0.000581978 =
0.004849812 0.0017644125 =
0.010492226 0.004849812 0.014066903 =
0.00247891 =
0.00247891 0.010492226 =
[Sq]
M N
0 0
*
= -0.0041750 0 = 0.0000870 0 = -0.000005
0.000804665 0 = -0.0000930 0 = 0.0000570 0 = -0.0000900 0 = -0.0000010 0 = -0.0000020 0 = 0.0000000 0.010492226 = 0.000574
-0.0033 0.00247891 = -0.0000010.00247891 -0.0130 = -0.001691
[Sq]
#VALUE! #VALUE!
*
-4.17481E-03 = #VALUE!#VALUE! #VALUE! 8.68617E-05 = #VALUE!#VALUE! #VALUE! -5.20271E-06 = #VALUE!#VALUE! #VALUE! -9.27921E-05 = #VALUE!#VALUE! #VALUE! 5.67885E-05 = #VALUE!#VALUE! #VALUE! -9.01312E-05 = #VALUE!#VALUE! #VALUE! -1.34625E-06 = #VALUE!#VALUE! #VALUE! -2.23508E-06 = #VALUE!#VALUE! #VALUE! -2.08319E-07 = #VALUE!#VALUE! #VALUE! 5.73589E-04 = #VALUE!#VALUE! #VALUE! -5.38893E-07 = #VALUE!#VALUE! #VALUE! -1.69115E-03 = #VALUE!
K M N T2
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
2842.31 2837.05 2840.91 2845.000.083 0.246 0.2452842.23 2836.80 2840.67 2845.00
K M N T22842.230 2836.804 2840.669 2845.000
10 11 12 13 14 156761.186 1110.401 1998.723 9014.915 58447.857 369.936
0.018 0.029 0.034 0.019 0.008 0.071
-0.0183
-0.0131
-0.0118
-0.0105
-0.0092
-0.0079
0.008 -0.0124
0.019 -0.008 -0.0111
0.034 -0.019 -0.0098
-0.029 -0.034 0.071 -0.0085
0.018 -0.0072
-0.018 0.029 -0.0111
10 11 12 13 14 15
=
=
=
=
=
=
0.000580076 =
0.0017618643 0.000580076 =
0.004843647 0.0017618643 =
0.009977722 0.004843647 0.01387069 =
0.002478442 =
0.002478442 0.009977722 =
[Sq]
M N
0 0
*
= -0.0001250 0 = 0.0000000 0 = 0.000000
0.000804445 0 = -0.0000010 0 = 0.0000010 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0.009977722 = 0.000034
-0.0033 0.002478442 = 0.0000000.002478442 -0.0125 = -0.000043
[Sq]
#VALUE! #VALUE!
*
-1.24749E-04 = #VALUE!#VALUE! #VALUE! 1.23697E-07 = #VALUE!#VALUE! #VALUE! -6.59133E-08 = #VALUE!#VALUE! #VALUE! -7.05819E-07 = #VALUE!#VALUE! #VALUE! 7.32927E-07 = #VALUE!#VALUE! #VALUE! -5.55744E-08 = #VALUE!
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
#VALUE! #VALUE! * -1.22423E-07 = #VALUE!#VALUE! #VALUE! 2.56534E-08 = #VALUE!#VALUE! #VALUE! 1.88835E-08 = #VALUE!#VALUE! #VALUE! 3.44636E-05 = #VALUE!#VALUE! #VALUE! 9.36319E-11 = #VALUE!#VALUE! #VALUE! -4.26651E-05 = #VALUE!
K M N T22842.23 2836.80 2840.67 2845.000.001 0.005 0.0052842.23 2836.80 2840.66 2845.00
K M N T22842.229 2836.799 2840.664 2845.000
10 11 12 13 14 156761.186 1110.401 1998.723 9014.915 58447.857 369.936
0.018 0.029 0.034 0.019 0.008 0.071
-0.0183
-0.0131
-0.0118
-0.0105
-0.0092
-0.0079
0.008 -0.0124
0.019 -0.008 -0.0111
0.034 -0.019 -0.0098
-0.029 -0.034 0.071 -0.0085
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
0.018 -0.0072
-0.018 0.029 -0.0111
10 11 12 13 14 15
=
=
=
=
=
=
0.00058 =
0.0017617719 0.00058 =
0.00484343 0.0017617719 =
0.009965076 0.00484343 0.013868982 =
0.002478405 =
0.002478405 0.009965076 =
[Sq]
M N
0 0
*
= 0.0000000 0 = 0.0000000 0 = 0.000000
0.000804424 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0.009965076 = 0.000000
-0.0033 0.002478405 = 0.0000000.002478405 -0.0124 = 0.000000
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[Sq]
#VALUE! #VALUE!
*
-1.07202E-07 = #VALUE!#VALUE! #VALUE! 1.44873E-11 = #VALUE!#VALUE! #VALUE! -5.36055E-11 = #VALUE!#VALUE! #VALUE! 6.80382E-12 = #VALUE!#VALUE! #VALUE! -1.30176E-11 = #VALUE!#VALUE! #VALUE! 6.87281E-11 = #VALUE!#VALUE! #VALUE! -1.81046E-10 = #VALUE!#VALUE! #VALUE! 4.70972E-11 = #VALUE!#VALUE! #VALUE! 2.41089E-11 = #VALUE!#VALUE! #VALUE! 2.66611E-08 = #VALUE!#VALUE! #VALUE! 1.63217E-12 = #VALUE!#VALUE! #VALUE! -2.72528E-08 = #VALUE!
K M N T22842.23 2836.80 2840.66 2845.000.000 0.000 0.0002842.23 2836.80 2840.66 2845.00
K M N T22842.229 2836.799 2840.664 2845.000
10 11 12 13 14 156761.186 1110.401 1998.723 9014.915 58447.857 369.936
0.018 0.029 0.034 0.019 0.008 0.071
-0.0183
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
-0.0131
-0.0118
-0.0105
-0.0092
-0.0079
0.008 -0.0124
0.019 -0.008 -0.0111
0.034 -0.019 -0.0098
-0.029 -0.034 0.071 -0.0085
0.018 -0.0072
-0.018 0.029 -0.0111
10 11 12 13 14 15
=
=
=
=
=
=
0.00058 =
0.0017617718 0.00058 =
0.00484343 0.0017617718 =
0.009965068 0.00484343 0.013868981 =
0.002478405 =
0.002478405 0.009965068 =
[Sq]
M N
0 0
*
= 0.0000000 0 = 0.000000
[∆H]
∆HA
∆HB
0 0
*
= 0.0000000.000804424 0 = 0.000000
0 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0.009965068 = 0.000000
-0.0033 0.002478405 = 0.0000000.002478405 -0.0124 = 0.000000
[Sq]
#VALUE! #VALUE!
*
-7.81805E-14 = #VALUE!#VALUE! #VALUE! -1.43115E-15 = #VALUE!#VALUE! #VALUE! -4.68375E-17 = #VALUE!#VALUE! #VALUE! 1.92554E-16 = #VALUE!#VALUE! #VALUE! 3.74267E-16 = #VALUE!#VALUE! #VALUE! 9.26342E-16 = #VALUE!#VALUE! #VALUE! -1.12757E-16 = #VALUE!#VALUE! #VALUE! 0.00000E+00 = #VALUE!#VALUE! #VALUE! -4.14599E-16 = #VALUE!#VALUE! #VALUE! 1.26860E-14 = #VALUE!#VALUE! #VALUE! 1.50054E-16 = #VALUE!#VALUE! #VALUE! -1.28977E-14 = #VALUE!
K M N T22842.23 2836.80 2840.66 2845.000.000 0.000 0.0002842.23 2836.80 2840.66 2845.00
K M N T22842.229 2836.799 2840.664 2845.000
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
10 11 12 13 14 156761.186 1110.401 1998.723 9014.915 58447.857 369.936
0.018 0.029 0.034 0.019 0.008 0.071
-0.0183
-0.0131
-0.0118
-0.0105
-0.0092
-0.0079
0.008 -0.0124
0.019 -0.008 -0.0111
0.034 -0.019 -0.0098
-0.029 -0.034 0.071 -0.0085
0.018 -0.0072
-0.018 0.029 -0.0111
10 11 12 13 14 15
=
=
=
=
=
=
0.00058 =
0.0017617718 0.00058 =
0.00484343 0.0017617718 =
0.009965068 0.00484343 0.013868981 =
0.002478405 =
0.002478405 0.009965068 =
[Sq]
M N
0 0
*
= 0.0000000 0 = 0.0000000 0 = 0.000000
0.000804424 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0.009965068 = 0.000000
-0.0033 0.002478405 = 0.0000000.002478405 -0.0124 = 0.000000
[Sq]
#VALUE! #VALUE!
*
1.11022E-15 = #VALUE!#VALUE! #VALUE! 3.62557E-16 = #VALUE!#VALUE! #VALUE! -7.97973E-17 = #VALUE!#VALUE! #VALUE! -4.94396E-16 = #VALUE!#VALUE! #VALUE! 1.32706E-16 = #VALUE!#VALUE! #VALUE! 2.28983E-16 = #VALUE!#VALUE! #VALUE! -4.68375E-17 = #VALUE!#VALUE! #VALUE! 0.00000E+00 = #VALUE!#VALUE! #VALUE! 6.35776E-16 = #VALUE!#VALUE! #VALUE! -3.09995E-15 = #VALUE!#VALUE! #VALUE! 9.02924E-16 = #VALUE!#VALUE! #VALUE! -4.21538E-16 = #VALUE!
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
K M N T22842.23 2836.80 2840.66 2845.000.000 0.000 0.0002842.23 2836.80 2840.66 2845.00
K M N T22842.229 2836.799 2840.664 2845.000
10 11 12 13 14 156761.186 1110.401 1998.723 9014.915 58447.857 369.936
0.018 0.029 0.034 0.019 0.008 0.071
-0.0183
-0.0131
-0.0118
-0.0105
-0.0092
-0.0079
0.008 -0.0124
0.019 -0.008 -0.0111
0.034 -0.019 -0.0098
-0.029 -0.034 0.071 -0.0085
0.018 -0.0072
-0.018 0.029 -0.0111
10 11 12 13 14 15
=
=
=
=
=
=
0.00058 =
0.0017617718 0.00058 =
0.00484343 0.0017617718 =
0.009965068 0.00484343 0.013868981 =
0.002478405 =
0.002478405 0.009965068 =
[Sq]
M N
0 0
*
= 0.0000000 0 = 0.0000000 0 = 0.000000
0.000804424 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0 = 0.0000000 0.009965068 = 0.000000
-0.0033 0.002478405 = 0.0000000.002478405 -0.0124 = 0.000000
[Sq]
#VALUE! #VALUE!
*
1.11022E-15 = #VALUE!#VALUE! #VALUE! 3.62557E-16 = #VALUE!#VALUE! #VALUE! -7.97973E-17 = #VALUE!#VALUE! #VALUE! -4.94396E-16 = #VALUE!#VALUE! #VALUE! 1.32706E-16 = #VALUE!
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[∆H]
∆HA
∆HB
∆HC
∆HD
∆HE
#VALUE! #VALUE! * 2.28983E-16 = #VALUE!#VALUE! #VALUE! -4.68375E-17 = #VALUE!#VALUE! #VALUE! 0.00000E+00 = #VALUE!#VALUE! #VALUE! 6.35776E-16 = #VALUE!#VALUE! #VALUE! -3.09995E-15 = #VALUE!#VALUE! #VALUE! 9.02924E-16 = #VALUE!#VALUE! #VALUE! -4.21538E-16 = #VALUE!
K M N T22842.23 2836.80 2840.66 2845.000.000 0.000 0.0002842.23 2836.80 2840.66 2845.00
∆HF
∆HG
∆HH
∆HJ
∆HK
∆HM
∆HN
[Sq]
= 0.041530
= -0.000896
= -0.000263
= 0.004651
= 0.003296
= 0.005820
= 0.002303
= 0.002624
= 0.001761
= 0.015435
= 0.001921
= 0.022551
-0.0192
-0.0072
-0.0008
-0.0018
-0.0026
-0.0028
-0.0012
-0.0020
-0.0059
-0.0191-0.0030-0.0080
[di,i]
[Sq]
= -0.021692
= 0.001079
= -0.000264
= -0.000837
= -0.000211
= -0.001561
= -0.000196
= -0.000243
= -0.000105
= -0.002560
= -0.000144
= -0.010206
-0.0417
-0.0097
-0.0008
-0.0026
-0.0045
-0.0043
-0.0014
-0.0024
-0.0069
-0.0361
-0.0033
-0.0170
[di,i]
[Sq]
= -0.004175
= 0.000087
= -0.000005
= -0.000093
= 0.000057
= -0.000090
= -0.000001
= -0.000002
= 0.000000
= 0.000574
= -0.000001
= -0.001691
-0.0314
-0.0092
-0.0007
-0.0023
-0.0040
-0.0039
-0.0014
-0.0023
-0.0068
-0.0294
-0.0033
-0.0130
[di,i]
[Sq]
= -0.000125
= 0.000000
= 0.000000
= -0.000001
= 0.000001
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000034
= 0.000000
= -0.000043
-0.0301
-0.0092
-0.0007
[di,i]
-0.0022
-0.0040
-0.0039
-0.0014
-0.0023
-0.0068
-0.0287
-0.0033
-0.0125
[Sq]
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
-0.0301
-0.0092
-0.0007
-0.0022
-0.0040
-0.0039
-0.0014
-0.0023
-0.0068
-0.0287
-0.0033
-0.0124
[di,i]
[Sq]
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
-0.0301
-0.0092
-0.0007
-0.0022
-0.0040
-0.0039
-0.0014
-0.0023
-0.0068
-0.0287
-0.0033
-0.0124
[di,i]
[Sq]
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
-0.0301
-0.0092
-0.0007
-0.0022
-0.0040
-0.0039
-0.0014
-0.0023
-0.0068
-0.0287
-0.0033
[di,i]
-0.0124
[Sq]
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
= 0.000000
-0.0301
-0.0092
[di,i]
-0.0007
-0.0022
-0.0040
-0.0039
-0.0014
-0.0023
-0.0068
-0.0287
-0.0033
-0.0124