practica 2 civ-2238-c ultimo

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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

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Page 1: Practica 2 Civ-2238-c Ultimo

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

Page 2: Practica 2 Civ-2238-c Ultimo

▼ 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

Page 3: Practica 2 Civ-2238-c Ultimo

∑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

Page 4: Practica 2 Civ-2238-c Ultimo

∑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

Page 5: Practica 2 Civ-2238-c Ultimo

∑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

Page 6: Practica 2 Civ-2238-c Ultimo

∑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

Page 7: Practica 2 Civ-2238-c Ultimo

∑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

Page 8: Practica 2 Civ-2238-c Ultimo

▼ 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

Page 9: Practica 2 Civ-2238-c Ultimo

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

Page 10: Practica 2 Civ-2238-c Ultimo

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=

Page 11: Practica 2 Civ-2238-c Ultimo

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

Page 12: Practica 2 Civ-2238-c Ultimo

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

Page 13: Practica 2 Civ-2238-c Ultimo

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

Page 14: Practica 2 Civ-2238-c Ultimo

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

Page 15: Practica 2 Civ-2238-c Ultimo

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

Page 16: Practica 2 Civ-2238-c Ultimo

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

Page 17: Practica 2 Civ-2238-c Ultimo

#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE!

#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=

Page 18: Practica 2 Civ-2238-c Ultimo

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]

Page 19: Practica 2 Civ-2238-c Ultimo

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]

Page 20: Practica 2 Civ-2238-c Ultimo

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=

Page 21: Practica 2 Civ-2238-c Ultimo

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]

Page 22: Practica 2 Civ-2238-c Ultimo

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=

Page 23: Practica 2 Civ-2238-c Ultimo

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]

Page 24: Practica 2 Civ-2238-c Ultimo

#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=

Page 25: Practica 2 Civ-2238-c Ultimo

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]

Page 26: Practica 2 Civ-2238-c Ultimo

#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#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=

Page 27: Practica 2 Civ-2238-c Ultimo

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]

Page 28: Practica 2 Civ-2238-c Ultimo

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]

Page 29: Practica 2 Civ-2238-c Ultimo

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=

Page 30: Practica 2 Civ-2238-c Ultimo

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]

Page 31: Practica 2 Civ-2238-c Ultimo

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=

Page 32: Practica 2 Civ-2238-c Ultimo

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]

Page 33: Practica 2 Civ-2238-c Ultimo

#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

Page 34: Practica 2 Civ-2238-c Ultimo

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

Page 35: Practica 2 Civ-2238-c Ultimo

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

Page 36: Practica 2 Civ-2238-c Ultimo

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

Page 37: Practica 2 Civ-2238-c Ultimo

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #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

Page 38: Practica 2 Civ-2238-c Ultimo

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

Page 39: Practica 2 Civ-2238-c Ultimo

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

Page 40: Practica 2 Civ-2238-c Ultimo

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

Page 41: Practica 2 Civ-2238-c Ultimo

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

Page 42: Practica 2 Civ-2238-c Ultimo

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

Page 43: Practica 2 Civ-2238-c Ultimo

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

Page 44: Practica 2 Civ-2238-c Ultimo

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #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

Page 45: Practica 2 Civ-2238-c Ultimo

-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

Page 46: Practica 2 Civ-2238-c Ultimo

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #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

Page 47: Practica 2 Civ-2238-c Ultimo

-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

Page 48: Practica 2 Civ-2238-c Ultimo

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

Page 49: Practica 2 Civ-2238-c Ultimo

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

Page 50: Practica 2 Civ-2238-c Ultimo

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

Page 51: Practica 2 Civ-2238-c Ultimo

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

Page 52: Practica 2 Civ-2238-c Ultimo

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

Page 53: Practica 2 Civ-2238-c Ultimo

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #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

Page 54: Practica 2 Civ-2238-c Ultimo

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

Page 55: Practica 2 Civ-2238-c Ultimo

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

Page 56: Practica 2 Civ-2238-c Ultimo

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]

Page 57: Practica 2 Civ-2238-c Ultimo

#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

Page 58: Practica 2 Civ-2238-c Ultimo

-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

Page 59: Practica 2 Civ-2238-c Ultimo

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

Page 60: Practica 2 Civ-2238-c Ultimo

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 =

Page 61: Practica 2 Civ-2238-c Ultimo

[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

Page 62: Practica 2 Civ-2238-c Ultimo

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

=

=

=

Page 63: Practica 2 Civ-2238-c Ultimo

=

=

=

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

Page 64: Practica 2 Civ-2238-c Ultimo

#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

Page 65: Practica 2 Civ-2238-c Ultimo

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

Page 66: Practica 2 Civ-2238-c Ultimo

[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

Page 67: Practica 2 Civ-2238-c Ultimo

-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

Page 68: Practica 2 Civ-2238-c Ultimo

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

Page 69: Practica 2 Civ-2238-c Ultimo

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 =

Page 70: Practica 2 Civ-2238-c Ultimo

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

Page 71: Practica 2 Civ-2238-c Ultimo

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

=

=

Page 72: Practica 2 Civ-2238-c Ultimo

=

=

=

=

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

Page 73: Practica 2 Civ-2238-c Ultimo

#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

Page 74: Practica 2 Civ-2238-c Ultimo

[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

Page 75: Practica 2 Civ-2238-c Ultimo

-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]

Page 76: Practica 2 Civ-2238-c Ultimo

[Sq]

= -0.021692

= 0.001079

= -0.000264

Page 77: Practica 2 Civ-2238-c Ultimo

= -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]

Page 78: Practica 2 Civ-2238-c Ultimo

[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]

Page 79: Practica 2 Civ-2238-c Ultimo

[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]

Page 80: Practica 2 Civ-2238-c Ultimo

-0.0022

-0.0040

-0.0039

-0.0014

-0.0023

-0.0068

-0.0287

-0.0033

-0.0125

Page 81: Practica 2 Civ-2238-c Ultimo

[Sq]

= 0.000000

= 0.000000

= 0.000000

= 0.000000

= 0.000000

= 0.000000

= 0.000000

= 0.000000

= 0.000000

= 0.000000

Page 82: Practica 2 Civ-2238-c Ultimo

= 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]

Page 83: Practica 2 Civ-2238-c Ultimo

[Sq]

= 0.000000

Page 84: Practica 2 Civ-2238-c Ultimo

= 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]

Page 85: Practica 2 Civ-2238-c Ultimo

[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]

Page 86: Practica 2 Civ-2238-c Ultimo

-0.0124

Page 87: Practica 2 Civ-2238-c Ultimo

[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]

Page 88: Practica 2 Civ-2238-c Ultimo

-0.0007

-0.0022

-0.0040

-0.0039

-0.0014

-0.0023

-0.0068

-0.0287

-0.0033

-0.0124