Desagüe calculo

41
Buzon Cota Fondo Dist H-Bz Cota Terreno Buzon Cota Fondo Di Bz msnm acum. parc. m msnm Bz msnm acum. 1 3294.530 0.000 0.000 1.2 3295.730 3281.238 179.436 2 3289.782 58.782 58.782 1.2 3290.982 3277.424 126.416 3 3286.613 93.292 34.510 1.2 3287.813 133 3272.228 91.689 4 3285.496 109.739 16.447 1.2 3286.696 10 3270.842 80.126 5 3282.764 150.529 40.790 1.2 3283.964 109 3261.647 47.426 6 3280.242 187.932 37.403 1.2 3281.442 122 3257.526 25.869 7 3278.966 203.715 15.783 1.2 3280.166 18 3254.235 0.000 8 3276.875 225.615 21.900 1.2 3278.075 9 3274.029 257.139 31.524 1.2 3275.229 10 3270.485 292.716 35.577 1.5 3271.985 122 3257.686 139.348 11 3268.542 317.590 24.874 1.2 3269.742 3256.388 117.157 12 3268.325 335.910 18.320 1.2 3269.525 123 3256.260 102.853 13 3263.904 386.845 50.935 1.2 3265.104 124 3256.148 62.906 14 3262.818 404.011 17.166 1.2 3264.018 125 3254.623 27.924 15 3261.260 440.349 36.338 1.2 3262.460 108 3254.170 0.000 16 3259.928 467.333 26.984 1.2 3261.128 3281.157 93.084 17 3255.674 527.913 60.580 1.2 3256.874 108 3254.411 28.838 18 3253.872 551.321 23.408 1.2 3255.072 122 3249.160 0.000 19 3251.949 568.774 17.453 1.2 3253.149 20 3249.491 603.540 34.766 1.2 3250.691 87 3243.831 131.121 21 3248.507 640.728 37.188 1.2 3249.707 88 3245.257 104.005 22 3248.023 651.614 10.886 1.2 3249.223 89 3242.852 52.224 75 3244.089 684.200 32.586 1.2 3245.289 90 3239.380 30.761 76 3240.725 718.504 66.890 1.2 3241.925 90 3239.451 749.258 30.754 1.2 3240.651 0 3236.086 771.381 22.123 1.2 3237.286 24 3243.030 0.000 77 3233.827 796.838 25.457 1.2 3235.027 3242.364 6.936 78 3230.908 814.688 17.850 1.2 3232.108 3238.807 29.865 79 3221.049 874.162 59.474 1.2 3222.249 3233.455 58.796 80 3214.773 904.651 30.489 1.2 3215.973 78 3231.105 75.734 81 3212.740 946.984 42.333 1.2 3213.940 91 3235.127 94.300 82 3209.125 989.188 42.204 1.2 3210.325 83 3201.925 1036.089 46.901 1.2 3203.125

description

calculo de desague completo

Transcript of Desagüe calculo

Page 1: Desagüe calculo

Buzon Cota Fondo Dist H-Bz Cota Terreno Buzon Cota Fondo DistBz msnm acum. parc. m msnm Bz msnm acum. parc.1 3294.530 0.000 0.000 1.2 3295.730 1º 3281.238 179.436 0.0002 3289.782 58.782 58.782 1.2 3290.982 2º 3277.424 126.416 53.0203 3286.613 93.292 34.510 1.2 3287.813 133 3272.228 91.689 34.7274 3285.496 109.739 16.447 1.2 3286.696 10 3270.842 80.126 11.5635 3282.764 150.529 40.790 1.2 3283.964 109 3261.647 47.426 32.7006 3280.242 187.932 37.403 1.2 3281.442 122 3257.526 25.869 21.5577 3278.966 203.715 15.783 1.2 3280.166 18 3254.235 0.000 25.8698 3276.875 225.615 21.900 1.2 3278.0759 3274.029 257.139 31.524 1.2 3275.229

10 3270.485 292.716 35.577 1.5 3271.985 122 3257.686 139.348 0.00011 3268.542 317.590 24.874 1.2 3269.742 3º 3256.388 117.157 22.19112 3268.325 335.910 18.320 1.2 3269.525 123 3256.260 102.853 14.30413 3263.904 386.845 50.935 1.2 3265.104 124 3256.148 62.906 39.94714 3262.818 404.011 17.166 1.2 3264.018 125 3254.623 27.924 34.98215 3261.260 440.349 36.338 1.2 3262.460 108 3254.170 0.000 27.92416 3259.928 467.333 26.984 1.2 3261.128 4º 3281.157 93.084 93.08417 3255.674 527.913 60.580 1.2 3256.874 108 3254.411 28.838 64.24618 3253.872 551.321 23.408 1.2 3255.072 122 3249.160 0.000 28.83819 3251.949 568.774 17.453 1.2 3253.14920 3249.491 603.540 34.766 1.2 3250.691 87 3243.831 131.121 0.00021 3248.507 640.728 37.188 1.2 3249.707 88 3245.257 104.005 27.11622 3248.023 651.614 10.886 1.2 3249.223 89 3242.852 52.224 51.78175 3244.089 684.200 32.586 1.2 3245.289 90 3239.380 30.761 21.46376 3240.725 718.504 66.890 1.2 3241.925

90 3239.451 749.258 30.754 1.2 3240.6510 3236.086 771.381 22.123 1.2 3237.286 24 3243.030 0.000 0.000

77 3233.827 796.838 25.457 1.2 3235.027 5º 3242.364 6.936 6.93678 3230.908 814.688 17.850 1.2 3232.108 6º 3238.807 29.865 22.92979 3221.049 874.162 59.474 1.2 3222.249 7º 3233.455 58.796 28.93180 3214.773 904.651 30.489 1.2 3215.973 78 3231.105 75.734 16.93881 3212.740 946.984 42.333 1.2 3213.940 91 3235.127 94.300 18.56682 3209.125 989.188 42.204 1.2 3210.32583 3201.925 1036.089 46.901 1.2 3203.125

Page 2: Desagüe calculo

84 3201.530 1077.528 41.439 0.8 3202.330 126 3233.830 0.000 0.00046 3201.502 1098.113 20.585 2 3203.502 9º 3235.978 24.605 24.605

92 3235.860 38.901 14.29691 3235.129 65.703 26.8028º 3236.332 77.978 12.275

13º 3231.617 0.000 0.00014º 3229.777 15.839 15.83985 3226.361 36.045 20.20685 3226.361 0.000 0.00086 3220.469 19.423 19.423aº 3215.272 69.419 49.99682 3209.096 111.255 41.836

Page 3: Desagüe calculo

H-Bz Cota Terreno Buzon Cota Fondo Dist H-Bz Cota Terreno Buzonm msnm Bz msnm acum. parc. m msnm Bz1 3282.238 23 3244.615 0.000 0.000 1.2 3245.815 451 3278.424 24 3243.030 25.104 25.104 1.2 3244.230 46

1.2 3273.428 25 3238.999 70.176 45.072 1.2 3240.199 471.5 3272.342 26 3237.332 94.798 24.622 1.2 3238.532 481.2 3262.847 27 3235.344 150.935 56.137 1.2 3236.544 491.2 3258.726 28 3232.942 217.199 66.264 1.2 3234.142 501.2 3255.435 29 3231.290 245.463 28.264 1.5 3232.790 51

30 3230.934 264.954 19.491 1.2 3232.134 5231 3229.694 286.728 21.774 1.2 3230.894 71

1 3258.686 32 3228.206 317.344 30.616 1.2 3229.406 720.8 3257.188 33 3226.378 341.537 24.193 1.2 3227.578 731.6 3257.860 34 3222.704 382.631 41.094 1.2 3223.904 741.5 3257.648 35 3220.425 418.580 35.949 1.2 3221.625 651 3255.623 36 3219.308 429.730 11.150 1.2 3220.508 66

1.2 3255.370 37 3217.371 455.626 25.896 1.2 3218.571 671 3282.157 38 3216.405 468.201 12.575 1.2 3217.605 68

1.2 3255.611 39 3214.693 492.550 24.349 1.2 3215.893 691.2 3250.360 40 3210.770 540.000 47.450 1.2 3211.970 70

41 3209.010 565.541 25.541 1.2 3210.2101.2 3245.031 42 3207.930 581.496 15.955 1.2 3209.130 871.2 3246.457 43 3206.410 606.401 24.905 1.2 3207.610 10º1.2 3244.052 1261.2 3240.580 9º

12629 3231.536 0.000 0.000 1.5 3233.036 127

104 3223.653 27.245 27.245 1.2 3224.853 1281.2 3244.230 105 3220.760 45.909 18.664 1.2 3221.960 1291 3243.364 106 3213.699 75.658 29.749 1.2 3214.899 1301 3239.807 43 3206.409 119.690 44.032 1.2 3207.609 1311 3234.455 44 3203.491 147.326 27.636 1.2 3204.691 132

1.2 3232.305 45 3202.715 172.134 24.808 1.4 3204.115 471.2 3236.327 119 3202.809 198.461 26.327 1.6 3204.409

21º 3202.927 221.748 23.287 1 3203.92793

Page 4: Desagüe calculo

1.2 3235.030 940.8 3236.778 22º 3209.703 0.000 0.000 1 3210.703 951.2 3237.060 107 3209.553 18.377 18.377 1.3 3210.853 981.2 3236.329 42 3207.943 48.732 30.355 1.2 3209.1431 3237.332 96

9798

1.2 3232.817 991.2 3230.977 1001.2 3227.561 511.2 3227.561 1031.2 3221.669 1021.2 3216.472 1011.2 3210.296 12º

Page 5: Desagüe calculo

Cota Fondo Dist H-Bz Cota Terreno Buzon Cota Fondo Dist H-Bzmsnm acum. parc. m msnm Bz msnm acum. parc. m

3198.235 721.046 0.000 1.4 3199.635 52 3191.604 464.469 0.000 1.53197.101 705.316 15.730 1.6 3198.701 53 3188.526 416.277 48.192 1.23196.332 690.084 15.232 1.5 3197.832 54 3186.510 373.814 42.463 1.23195.068 672.625 17.459 1.2 3196.268 55 3184.005 315.173 58.641 1.23191.152 635.724 36.901 1.2 3192.352 56 3183.433 294.388 20.785 1.23190.563 624.344 11.380 1.2 3191.763 57 3181.931 270.384 24.004 1.23189.912 606.975 17.369 1.2 3191.112 58 3180.728 242.462 27.922 1.23186.804 575.221 31.754 1.5 3188.304 59 3178.690 174.054 68.408 1.23175.417 498.895 76.326 1.2 3176.617 60 3178.636 155.938 18.116 1.43171.108 443.157 55.738 1.2 3172.308 61 3170.885 124.966 30.972 1.23162.020 389.455 53.702 1.2 3163.220 62 3160.670 88.142 36.824 1.23152.961 340.673 48.782 1.2 3154.161 63 3153.116 56.366 31.776 1.23142.066 265.938 74.735 1.2 3143.266 64 3147.374 35.714 20.652 1.23140.430 241.310 24.628 1.2 3141.630 65 3145.670 0.000 35.714 1.23136.830 175.514 65.796 1.2 3138.0303133.602 115.863 59.651 1.2 3134.8023129.019 37.296 78.567 1.2 3130.219 119 3203.890 0.000 0.000 1.23126.740 12.293 25.003 1.6 3128.340 120 3201.534 48.290 48.290 1.2

111 3199.431 77.388 29.098 1.23243.831 17.531 17.531 1.2 3245.031 19º 3201.252 91.581 14.193 13239.33 257.807 0.000 1 3240.330 110 3203.956 121.836 30.255 1.7

3234.066 236.800 21.007 1.2 3235.2663235.978 0.000 0.000 0.8 3236.7783233.83 24.605 24.605 1.2 3235.030 20º 3201.760 0.000 0.000 1.2

3230.698 200.822 35.978 1.2 3231.898 111 3199.428 41.787 41.787 1.23226.323 164.011 36.811 1.2 3227.523 112 3197.460 85.316 43.529 1.23219.238 109.618 54.393 1.2 3220.438 113 3195.019 104.721 19.405 1.23213.213 84.798 24.820 1.2 3214.413 114 3189.778 127.818 23.097 1.23208.895 60.363 24.435 1.2 3210.095 115 3180.965 163.583 35.765 1.23206.981 35.729 24.634 1.2 3208.181 116 3167.453 191.557 27.974 1.23201.132 0.000 35.729 1.5 3202.632 117 3164.391 207.394 15.837 1.2

118 3160.845 228.078 20.684 1.274 3156.786 256.097 28.019 1.2

3244.467 76.885 0.000 1.2 3245.667

Page 6: Desagüe calculo

3242.421 138.219 61.334 1.2 3243.621 18º 3203.870 0.000 0.000 0.83233.799 166.748 28.529 1.2 3234.999 110 3203.957 10.917 10.917 1.73219.305 244.361 77.613 1.2 3220.505 17º 3205.594 24.036 13.119 1.2

16º 3207.421 47.107 23.071 1.23237.41 0.000 0.000 1.2 3238.610

3221.791 40.593 40.593 1.2 3222.9913219.304 55.807 15.214 1.2 3220.5043211.353 100.404 44.597 1.2 3212.5533202.344 148.133 47.729 1.2 3203.5443193.752 195.153 47.020 1.2 3194.9523202.688 226.160 31.007 1.2 3203.8883219.125 271.813 45.653 1.2 3220.3253234.165 308.983 37.170 1.2 3235.3653236.26 318.060 9.077 1 3237.260

Page 7: Desagüe calculo

Cota Terrenomsnm

3193.1043189.7263187.7103185.2053184.6333183.1313181.9283179.8903180.0363172.0853161.8703154.3163148.5743146.870

3205.0903202.7343200.6313202.2523205.656

3202.9603200.6283198.6603196.2193190.9783182.1653168.6533165.5913162.0453157.986

Page 8: Desagüe calculo

3204.6703205.6573206.7943208.621

Page 9: Desagüe calculo

MDSM

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Cliente : MUNICIPALIDAD DISTRITAL DE SAN MARCOS

Ubicación : CARHUAYOC - SAN MARCOS - HUARI - ANCASH

DATOS Qd : 2.330 l/s Lt : 5168.74 mQi : 0.0003 l/s/m qu : 0.00095 l/s/m

Qll : 0.0002 l/s/m

H O J A D E C A L C U L O

Co

lect

or

Tra

mo Buzón

Cal

le

Colector Contribuyente (m) Gasto

Em

pa

lme

1

1 1 2

Car

rete

ra

a A

nta

min

a

58.782 1 - 2 0.06 0.00 0.00 0.06 0.056

Arr

anqu

e

3295.73 3290.98 1.20 1.20

2 2 3 34.510 2 - 3 0.03 0.00 0.06 0.03 0.089 3290.98 3287.81 1.20 1.20

3 3 4 16.447 3 - 4 0.02 0.00 0.09 0.02 0.104 3287.81 3286.70 1.20 1.20

4 4 5 40.790 4 - 5 0.04 0.00 0.10 0.04 0.143 3286.70 3283.96 1.20 1.20

5 5 6 37.403 5 - 6 0.04 0.00 0.14 0.04 0.179 3283.96 3281.44 1.20 1.20

6 6 7 15.783 6 - 7 0.02 0.00 0.18 0.02 0.194 3281.44 3280.17 1.20 1.20

7 7 8 21.900 7 - 8 0.02 0.00 0.19 0.02 0.215 3280.17 3278.08 1.20 1.20

8 8 9 31.524 8 - 9 0.03 0.00 0.21 0.03 0.244 3278.08 3275.23 1.20 1.20

9 9 10 35.577 9 - 10 0.03 0.00 0.24 0.03 0.278 3275.23 3271.99 1.20 1.50

9

1 1º 2º 32.984 1º - 2º 0.03 0.00 0.00 0.03 0.031

9 -

1

3282.24 3278.42 1.00 1.00

2 2º 133 34.718 2º - 133 0.03 0.00 0.03 0.03 0.064 3278.42 3273.43 1.00 1.20

3 133 10 11.572 133 - 10 0.01 0.00 0.06 0.01 0.075 3273.43 3272.34 1.20 1.50

1

10 10 109

Cam

ino 32.700 10 - 109 0.03 0.00 0.35 0.03 0.385

Pri

ncip

al 3271.99 3261.65 1.50 1.20

11 109 122 21.557 109 - 122 0.02 0.00 0.38 0.02 0.405 3261.65 3257.53 1.20 1.20

12 122 18 25.869 122 - 18 0.02 0.00 0.41 0.02 0.430 3257.53 3254.24 1.20 1.20

10

1 10 11

Car

rete

ra

a A

ntam

ina

24.874 10 - 11 0.02 0.00 0.00 0.02 0.024

3 -

1

3271.99 3269.74 1.20 1.20

2 11 12 18.320 11 - 12 0.02 0.00 0.02 0.02 0.041 3269.74 3269.52 1.20 1.20

3 12 13 50.935 12 - 13 0.05 0.00 0.04 0.05 0.089 3269.52 3265.10 1.20 1.20

4 13 14 17.166 13 - 14 0.02 0.00 0.09 0.02 0.106 3265.10 3264.02 1.20 1.20

5 14 15 36.338 14 - 15 0.03 0.00 0.11 0.03 0.140 3264.02 3262.46 1.20 1.20

6 15 16 26.984 15 - 16 0.03 0.00 0.14 0.03 0.166 3262.46 3261.13 1.20 1.20

7 16 17 60.580 16 - 17 0.06 0.00 0.17 0.06 0.224 3261.13 3256.87 1.20 1.20

8 17 18 23.408 17 - 18 0.02 0.00 0.22 0.02 0.246 3256.87 3255.07 1.20 1.20

1

13 18 19 17.453 18 - 19 0.02 0.00 0.68 0.02 0.692

Pri

ncip

al

3255.07 3253.15 1.20 1.20

14 19 20 34.766 19 - 20 0.03 0.00 0.69 0.03 0.725 3253.15 3250.69 1.20 1.20

15 20 21 37.188 20 - 21 0.04 0.00 0.73 0.04 0.761 3250.69 3249.71 1.20 1.20

16 21 22 10.886 21 - 22 0.01 0.00 0.76 0.01 0.771 3249.71 3249.22 1.20 1.20

4

1 122 3º

Cam

ino

22.243 122 - 3º 0.02 0.00 0.00 0.02 0.021

4 -

1

3258.69 3257.19 1.00 0.80

2 3º 123 14.304 3º - 123 0.01 0.00 0.02 0.01 0.035 3257.19 3257.86 0.80 1.60

3 123 124 39.947 123 - 124 0.04 0.00 0.03 0.04 0.073 3257.86 3257.65 1.60 1.50

4 124 125 34.952 124 - 125 0.03 0.00 0.07 0.03 0.106 3257.65 3255.52 1.50 1.00

5 125 108 27.954 125 - 108 0.03 0.00 0.11 0.03 0.133 3255.52 3255.37 1.00 1.20

6 4º 108 64.262 4º - 108 0.06 0.00 0.00 0.06 0.061 3282.16 3255.61 1.00 1.20

7 108 22 28.838 108 - 22 0.03 0.00 0.19 0.03 0.221 3255.37 3250.36 1.20 1.20

1

17 22 75

Ca

rret

era 32.586 22 - 75 0.03 0.00 0.99 0.03 1.023

Prin

cip

al 3249.22 3245.29 1.20 1.20

18 75 76 34.304 75 - 76 0.03 0.00 1.02 0.03 1.056 3245.29 3241.92 1.20 1.20

Proyecto : AMPLIACION Y CAMBIO DEL SISTEMA DE RED DE AGUA Y DESAGÜE DEL CENTRO POBLADO DE CARHUAYOC

Long

itud

del

Tra

mo

(m) Cota de Terreno

(msnm)

Limite Mínimo de

Profundidad del Colector

Aguas arriba

Aguas abajo

Descripcion

Cont. Tramo

Cont. Puntual

Aguas arriba

En el tramo

Aguas abajo

Aguas arriba

Aguas abajo

Aguas arriba

Aguas abajo

Pas

aje

al

Cen

tro

Sal

ud

Car

rete

ra a

A

ntam

ina

Page 10: Desagüe calculo

MDSM

- 10 -

H O J A D E C A L C U L O

Col

ecto

r

Tra

mo Buzón

Ca

lle

Colector Contribuyente (m) Gasto

Em

palm

e

Long

itud

del

Tra

mo

(m) Cota de Terreno

(msnm)

Limite Mínimo de

Profundidad del Colector

Aguas arriba

Aguas abajo

Descripcion

Cont. Tramo

Cont. Puntual

Aguas arriba

En el tramo

Aguas abajo

Aguas arriba

Aguas abajo

Aguas arriba

Aguas abajo1

19 76 90 Ca

rre

tera

30.754 76 - 90 0.03 0.00 1.06 0.03 1.085 Prin

cip

al

3241.92 3240.65 1.20 1.20

51 88 89 51.781 88 - 89 0.05 0.00 0.00 0.05 0.049

5 -

1 3246.46 3244.05 1.20 1.20

2 89 90 21.463 89 - 90 0.02 0.00 0.05 0.02 0.070 3244.05 3240.58 1.20 1.20

1

20 90 121 22.123 90 - 121 0.02 0.00 1.15 0.02 1.176

Pri

ncip

al 3240.65 3237.29 1.20 1.20

21 121 77 25.457 121 - 77 0.02 0.00 1.18 0.02 1.200 3237.29 3235.03 1.20 1.20

22 77 78 17.850 77 - 78 0.02 0.00 1.20 0.02 1.217 3235.03 3232.11 1.20 1.20

6

1 5º 6º

Cam

ino 22.929 5º - 6º 0.02 0.00 0.00 0.02 0.022

6 -

1

3243.36 3239.81 1.00 1.00

2 6º 7º 28.931 6º - 7º 0.03 0.00 0.02 0.03 0.049 3239.81 3234.46 1.00 1.00

3 7º 78 16.938 7º - 78 0.02 0.00 0.05 0.02 0.065 3234.46 3232.31 1.00 1.20

7

1 9º 92

Ca

min

o

14.296 9º - 92 0.01 0.00 0.00 0.01 0.014

7 -

1

3236.78 3237.06 0.80 1.20

2 92 91 26.802 92 - 91 0.03 0.00 0.01 0.03 0.039 3237.06 3236.33 1.20 1.20

3 8º 91 7.703 8º - 91 0.01 0.00 0.00 0.01 0.007 3236.93 3236.33 1.00 1.20

4 91 78 18.566 91 - 78 0.02 0.00 0.05 0.02 0.064 3236.33 3232.31 1.20 1.20

1

23 78 79 59.474 78 - 79 0.06 0.00 1.35 0.06 1.403

Pri

ncip

al

3232.11 3222.25 1.20 1.20

24 79 80 30.489 79 - 80 0.03 0.00 1.40 0.03 1.432 3222.25 3215.97 1.20 1.20

25 80 81 42.333 80 - 81 0.04 0.00 1.43 0.04 1.472 3215.97 3213.94 1.20 1.20

26 81 82 42.204 81 - 82 0.04 0.00 1.47 0.04 1.512 3213.94 3210.33 1.20 1.20

8

1 13º 14º 15.839 13º - 14º 0.02 0.00 0.00 0.02 0.015

8 -

1

3232.82 3230.98 1.20 1.20

2 14º 85 20.206 14º - 85 0.02 0.00 0.02 0.02 0.034 3230.98 3227.56 1.20 1.20

3 85 86 19.423 85 - 86 0.02 0.00 0.03 0.02 0.053 3227.56 3221.67 1.20 1.20

4 86 15º 49.996 86 - 15º 0.05 0.00 0.05 0.05 0.100 3221.67 3216.47 1.20 1.20

5 15º 82 41.836 15º - 82 0.04 0.00 0.10 0.04 0.140 3216.47 3210.30 1.20 1.20

1

27 82 83

Oco

nal 46.901 82 - 83 0.04 0.00 1.65 0.04 1.697

Prin

cip

al 3210.33 3203.13 1.20 1.20

28 83 84 41.439 83 - 84 0.04 0.00 1.70 0.04 1.736 3203.13 3202.33 1.20 1.20

29 84 46 20.585 84 - 46 0.02 0.00 1.74 0.02 1.756 3202.33 3203.50 1.20 2.00

2

1 23 24 25.104 23 - 24 0.02 0.00 0.00 0.02 0.024

Prin

cip

al

3245.81 3244.23 1.20 1.20

2 24 25 45.072 24 - 25 0.04 0.00 0.02 0.04 0.067 3244.23 3240.20 1.20 1.20

3 25 26 24.622 25 - 26 0.02 0.00 0.07 0.02 0.090 3240.20 3238.53 1.20 1.20

4 26 27 56.137 26 - 27 0.05 0.00 0.09 0.05 0.144 3238.53 3236.54 1.20 1.20

5 27 28 66.264 27 - 28 0.06 0.00 0.14 0.06 0.207 3236.54 3234.14 1.20 1.20

6 28 29 28.264 28 - 29 0.03 0.00 0.21 0.03 0.233 3234.14 3232.79 1.20 1.50

2

7 29 104

Cam

ino

27.245 29 - 104 0.03 0.00 0.23 0.03 0.259

Pri

ncip

al

3233.04 3224.85 1.50 1.20

8 104 105 18.664 104 - 105 0.02 0.00 0.26 0.02 0.277 3224.85 3221.96 1.20 1.20

9 105 106 29.749 105 - 106 0.03 0.00 0.28 0.03 0.305 3221.96 3214.90 1.20 1.20

10 106 43 44.032 106 - 43 0.04 0.00 0.31 0.04 0.347 3214.90 3207.61 1.20 1.20

3

1 29 30

Car

rete

ra a

Ant

amin

a

19.491 29 - 30 0.02 0.00 0.00 0.02 0.019

3 -

2

3232.79 3232.13 1.20 1.20

2 30 31 21.774 30 - 31 0.02 0.00 0.02 0.02 0.039 3232.13 3230.89 1.20 1.20

3 31 32 30.616 31 - 32 0.03 0.00 0.04 0.03 0.068 3230.89 3229.41 1.20 1.20

4 32 33 24.193 32 - 33 0.02 0.00 0.07 0.02 0.091 3229.41 3227.58 1.20 1.20

5 33 34 41.094 33 - 34 0.04 0.00 0.09 0.04 0.130 3227.58 3223.90 1.20 1.20

6 34 35 35.949 34 - 35 0.03 0.00 0.13 0.03 0.165 3223.90 3221.63 1.20 1.20

Car

ret

era

Ter

reno

de

Cul

tivo

Ter

reno

de

Cul

tivo

Ter

reno

de

C

ultiv

oC

arre

tera

a A

ntam

ina

Page 11: Desagüe calculo

MDSM

- 11 -

H O J A D E C A L C U L O

Col

ecto

r

Tra

mo Buzón

Ca

lle

Colector Contribuyente (m) Gasto

Em

palm

e

Long

itud

del

Tra

mo

(m) Cota de Terreno

(msnm)

Limite Mínimo de

Profundidad del Colector

Aguas arriba

Aguas abajo

Descripcion

Cont. Tramo

Cont. Puntual

Aguas arriba

En el tramo

Aguas abajo

Aguas arriba

Aguas abajo

Aguas arriba

Aguas abajo

3 7 35 36

Car

rete

ra a

Ant

amin

a

11.150 35 - 36 0.01 0.00 0.16 0.01 0.175

3 -

2 3221.63 3220.51 1.20 1.20

8 36 37 25.896 36 - 37 0.02 0.00 0.18 0.02 0.200 3220.51 3218.57 1.20 1.20

9 37 38 12.575 37 - 38 0.01 0.00 0.20 0.01 0.212 3218.57 3217.61 1.20 1.20

10 38 39 24.349 38 - 39 0.02 0.00 0.21 0.02 0.235 3217.61 3215.89 1.20 1.20

11 39 40 47.450 39 - 40 0.05 0.00 0.23 0.05 0.280 3215.89 3211.97 1.20 1.20

12 40 41 25.541 40 - 41 0.02 0.00 0.28 0.02 0.304 3211.97 3210.21 1.20 1.20

13 41 42 15.955 41 - 42 0.02 0.00 0.30 0.02 0.319 3210.21 3209.13 1.20 1.20

111 18º 107

Pla

za 18.377 18º - 107 0.02 0.00 0.00 0.02 0.017

11

- 2 3210.70 3210.85 1.00 1.30

2 107 42 30.355 107 - 42 0.03 0.00 0.02 0.03 0.046 3210.85 3209.14 1.30 1.20

2

11 42 43 24.905 42 - 43 0.02 0.00 0.37 0.02 0.390

Prin

cip

al

3209.13 3207.61 1.20 1.20

12 43 44 27.636 43 - 44 0.03 0.00 0.74 0.03 0.763 3207.61 3204.69 1.20 1.20

13 44 45 24.808 44 - 45 0.02 0.00 0.76 0.02 0.787 3204.69 3204.12 1.20 1.40

14 45 46 15.730 45 - 46 0.01 0.00 0.79 0.01 0.802 3199.64 3198.70 1.40 1.60

15 46 47 15.232 46 - 47 0.01 0.00 2.56 0.01 2.572 3198.70 3197.83 1.60 1.50

12

1 88 87

Cam

ino

15.995 88 - 87 0.02 0.00 0.00 0.02 0.015

12

- 2

3246.46 3245.03 1.20 1.20

2 87 10º 17.531 87 - 10º 0.02 0.00 0.02 0.02 0.032 3245.03 3240.33 1.20 1.00

3 10º 126 21.007 10º - 126 0.02 0.00 0.03 0.02 0.052 3240.33 3235.27 1.00 1.20

4 9º 126 24.605 9º - 126 0.02 0.00 0.05 0.02 0.075 3236.78 3235.03 0.80 1.20

5 126 127 35.978 126 - 127 0.03 0.00 0.08 0.03 0.109 3235.27 3231.90 1.20 1.20

6 127 128 36.811 127 - 128 0.03 0.00 0.11 0.03 0.144 3231.90 3227.52 1.20 1.20

7 128 129 54.393 128 - 129 0.05 0.00 0.14 0.05 0.196 3227.52 3220.44 1.20 1.20

8 129 130 24.820 129 - 130 0.02 0.00 0.20 0.02 0.220 3220.44 3214.41 1.20 1.20

9 130 131 24.435 130 - 131 0.02 0.00 0.22 0.02 0.243 3214.41 3210.10 1.20 1.20

10 131 132 24.634 131 - 132 0.02 0.00 0.24 0.02 0.266 3210.10 3208.18 1.20 1.20

11 132 47 35.729 132 - 47 0.03 0.00 0.27 0.03 0.300 3208.18 3202.63 1.20 1.50

2

16 47 48

Cam

ino

17.459 47 - 48 0.02 0.00 2.87 0.02 2.889

1 -

2

3197.83 3196.27 1.20 1.20

17 48 49 36.901 48 - 49 0.04 0.00 2.89 0.04 2.924 3196.27 3192.35 1.20 1.20

18 49 50 11.380 49 - 50 0.01 0.00 2.92 0.01 2.935 3192.35 3191.76 1.20 1.20

19 50 51 17.369 50 - 51 0.02 0.00 2.93 0.02 2.951 3191.76 3191.11 1.20 1.20

13

1 93 94 61.334 93 - 94 0.06 0.00 0.00 0.06 0.058

13

- 2

3245.67 3243.62 1.20 1.20

2 94 95 28.529 94 - 95 0.03 0.00 0.06 0.03 0.085 3243.62 3235.00 1.20 1.20

3 95 98 77.613 95 - 98 0.07 0.00 0.09 0.07 0.159 3235.00 3220.50 1.20 1.20

14

1 96 97

Esc

ue

la

40.593 96 - 97 0.04 0.00 0.00 0.04 0.039

14 -

2

3238.61 3222.99 1.20 1.20

2 97 98 15.214 97 - 98 0.01 0.00 0.04 0.01 0.053 3222.99 3220.50 1.20 1.20

3 98 99 44.597 98 - 99 0.04 0.00 0.21 0.04 0.255 3220.50 3212.55 1.20 1.20

4 99 100 47.729 99 - 100 0.05 0.00 0.25 0.05 0.300 3212.55 3203.54 1.20 1.20

5 100 51 47.020 100 - 51 0.04 0.00 0.30 0.04 0.345 3203.54 3194.95 1.20 1.20

15

1 12º 101

Col

eg

io

9.077 12º - 101 0.01 0.00 0.00 0.01 0.009

15 -

2

3237.26 3235.37 1.00 1.20

2 101 102 37.170 101 - 102 0.04 0.00 0.01 0.04 0.044 3235.37 3220.33 1.20 1.20

3 102 103 45.653 102 - 103 0.04 0.00 0.04 0.04 0.087 3220.33 3203.89 1.20 1.20

4 103 51 31.007 103 - 51 0.03 0.00 0.09 0.03 0.117 3203.89 3194.95 1.20 1.20

Car

rete

ra a

A

ntam

ina

Car

rete

ra

+ T

.Cul

tivo

Page 12: Desagüe calculo

MDSM

- 12 -

H O J A D E C A L C U L O

Col

ecto

r

Tra

mo Buzón

Ca

lle

Colector Contribuyente (m) Gasto

Em

palm

e

Long

itud

del

Tra

mo

(m) Cota de Terreno

(msnm)

Limite Mínimo de

Profundidad del Colector

Aguas arriba

Aguas abajo

Descripcion

Cont. Tramo

Cont. Puntual

Aguas arriba

En el tramo

Aguas abajo

Aguas arriba

Aguas abajo

Aguas arriba

Aguas abajo

2

1 51 52 31.754 51 - 52 0.03 0.00 3.41 0.03 3.443

Pri

ncip

al

3191.11 3188.30 1.20 1.50

2 52 71 76.326 52 - 71 0.07 0.00 3.44 0.07 3.516 3188.30 3176.62 1.50 1.20

3 71 72 55.738 71 - 72 0.05 0.00 3.52 0.05 3.569 3176.62 3172.31 1.20 1.20

4 72 73 53.702 72 - 73 0.05 0.00 3.57 0.05 3.620 3172.31 3163.22 1.20 1.20

5 73 74 48.782 73 - 74 0.05 0.00 3.62 0.05 3.666 3163.22 3154.16 1.20 1.20

18

1 45 119

Cam

ino

26.327 45 - 119 0.03 0.00 0.00 0.03 0.025

18 -

20

3204.12 3204.41 1.20 1.20

2 21º 119 23.287 21º - 119 0.02 0.00 0.00 0.02 0.022 3203.93 3204.41 1.20 1.20

3 119 120 48.290 119 - 120 0.05 0.00 0.05 0.05 0.093 3205.09 3202.73 1.20 1.20

4 120 111 29.098 120 - 111 0.03 0.00 0.09 0.03 0.121 3202.73 3200.63 1.20 1.20

19

1 16º 17º

Ca

min

o

23.071 16º - 17º 0.02 0.00 0.00 0.02 0.022

19 -

20

3208.62 3206.79 1.20 1.20

2 17º 110 13.119 17º - 110 0.01 0.00 0.02 0.01 0.034 3206.79 3205.66 1.20 1.20

3 110 19º 30.255 110 - 19º 0.03 0.00 0.03 0.03 0.063 3205.66 3202.25 1.20 1.20

4 19º 111 14.193 19º - 111 0.01 0.00 0.06 0.01 0.077 3202.25 3200.63 1.20 1.20

20

1 20º 111

Ter

reno

de

Cu

ltivo

+ C

amin

o

41.787 20º - 111 0.04 0.00 0.00 0.04 0.040

Sec

unda

rio

3202.96 3200.63 1.20 1.20

2 111 112 43.529 111 - 112 0.04 0.00 0.24 0.04 0.279 3200.63 3198.66 1.20 1.20

3 112 113 19.405 112 - 113 0.02 0.00 0.28 0.02 0.297 3198.66 3196.22 1.20 1.20

4 113 114 23.097 113 - 114 0.02 0.00 0.30 0.02 0.319 3196.22 3190.98 1.20 1.20

5 114 115 35.765 114 - 115 0.03 0.00 0.32 0.03 0.353 3190.98 3182.17 1.20 1.20

6 115 116 27.974 115 - 116 0.03 0.00 0.35 0.03 0.380 3182.17 3168.65 1.20 1.20

7 116 117 15.837 116 - 117 0.02 0.00 0.38 0.02 0.395 3168.65 3165.59 1.20 1.20

8 117 118 20.684 117 - 118 0.02 0.00 0.39 0.02 0.414 3165.59 3162.04 1.20 1.20

9 118 74 28.019 118 - 74 0.03 0.00 0.41 0.03 0.441 3162.04 3157.99 1.20 1.20

9 10 74 65 74.735 74 - 65 0.07 0.00 4.11 0.07 4.178 3154.16 3143.27 1.20 1.20

2

1 52 53

Car

rete

ra a

Ant

amin

a

48.192 52 - 53 0.05 0.00 0.00 0.05 0.046

Sec

unda

rio

3193.10 3189.73 1.20 1.20

2 53 54 42.463 53 - 54 0.04 0.00 0.05 0.04 0.086 3189.73 3187.71 1.20 1.20

3 54 55 58.641 54 - 55 0.06 0.00 0.09 0.06 0.142 3187.71 3185.21 1.20 1.20

4 55 56 20.785 55 - 56 0.02 0.00 0.14 0.02 0.162 3185.21 3184.63 1.20 1.20

5 56 57 24.004 56 - 57 0.02 0.00 0.16 0.02 0.185 3184.63 3183.13 1.20 1.20

6 57 58 27.922 57 - 58 0.03 0.00 0.18 0.03 0.211 3183.13 3181.93 1.20 1.20

7 58 59 68.408 58 - 59 0.07 0.00 0.21 0.07 0.276 3181.93 3179.89 1.20 1.20

8 59 60 18.116 59 - 60 0.02 0.00 0.28 0.02 0.293 3179.89 3180.04 1.20 1.20

9 60 61 30.972 60 - 61 0.03 0.00 0.29 0.03 0.323 3180.04 3172.09 1.20 1.20

10 61 62 36.824 61 - 62 0.04 0.00 0.32 0.04 0.358 3172.09 3161.87 1.20 1.20

11 62 63 31.776 62 - 63 0.03 0.00 0.36 0.03 0.388 3161.87 3154.32 1.20 1.20

12 63 64 20.652 63 - 64 0.02 0.00 0.39 0.02 0.408 3154.32 3148.57 1.20 1.20

13 64 65 35.714 64 - 65 0.03 0.00 0.41 0.03 0.442 3148.57 3146.87 1.20 1.20

Em

iso

r

1 65 66 24.628 65 - 66 0.00 0.00 4.62 0.00 4.620

Pri

ncip

al

3143.27 3141.63 1.20 1.20

2 66 67 65.796 66 - 67 0.00 0.00 4.62 0.00 4.620 3141.63 3138.03 1.20 1.20

3 67 68 59.651 67 - 68 0.00 0.00 4.62 0.00 4.620 3138.03 3134.80 1.20 1.20

4 68 69 78.567 68 - 69 0.00 0.00 4.62 0.00 4.620 3134.80 3130.22 1.20 1.20

Car

rete

ra +

T

.Cul

tivo

Car

rete

ra -

C

emen

terio

Page 13: Desagüe calculo

MDSM

- 13 -

H O J A D E C A L C U L O

Col

ecto

r

Tra

mo Buzón

Ca

lle

Colector Contribuyente (m) Gasto

Em

palm

e

Long

itud

del

Tra

mo

(m) Cota de Terreno

(msnm)

Limite Mínimo de

Profundidad del Colector

Aguas arriba

Aguas abajo

Descripcion

Cont. Tramo

Cont. Puntual

Aguas arriba

En el tramo

Aguas abajo

Aguas arriba

Aguas abajo

Aguas arriba

Aguas abajoE

mis

or

5 69 70 25.003 69 - 70 0.00 0.00 4.62 0.00 4.620

Pri

ncip

al

3130.22 3128.34 1.20 1.60

Car

rete

ra -

C

emen

terio

Page 14: Desagüe calculo

MDSM

- 14 -

Cliente : MUNICIPALIDAD DISTRITAL DE SAN MARCOS

Ubicación : CARHUAYOC - SAN MARCOS - HUARI - ANCASH

H O J A D E C A L C U L OD

esni

vel

(m)

Co

nd

ició

n

3294.53 3289.78 4.75 8.08 6 3289.78 1.20 58.70 3.22 0.001 0.050 0.16 0.007 0.001 0.7% Ok !!

3289.78 3286.61 3.17 9.18 6 3286.61 1.20 62.59 3.43 0.001 0.050 0.17 0.007 0.001 0.7% Ok !!

3286.61 3285.50 1.12 6.79 6 3285.50 1.20 53.83 2.95 0.002 0.050 0.15 0.007 0.001 0.7% Ok !!

3285.50 3282.76 2.73 6.70 6 3282.76 1.20 53.46 2.93 0.003 0.100 0.29 0.010 0.002 1.0% Ok !!

3282.76 3280.24 2.52 6.74 6 3280.24 1.20 53.64 2.94 0.003 0.100 0.29 0.010 0.002 1.0% Ok !!

3280.24 3278.97 1.28 8.08 6 3278.97 1.20 58.73 3.22 0.003 0.100 0.32 0.010 0.002 1.0% Ok !!

3278.97 3276.88 2.09 9.55 6 3276.88 1.20 63.82 3.50 0.003 0.100 0.35 0.010 0.002 1.0% Ok !!

3276.88 3274.03 2.85 9.03 6 3274.03 1.20 62.06 3.40 0.004 0.100 0.34 0.010 0.002 1.0% Ok !!

3274.03 3270.49 3.54 9.96 6 3270.49 1.50 65.19 3.57 0.004 0.130 0.46 0.016 0.002 1.6% Ok !!

3281.24 3277.42 3.81 11.56 4 3277.42 1.00 23.82 2.94 0.001 0.050 0.15 0.007 0.001 0.7% Ok !!

3277.42 3272.23 5.20 14.97 4 3272.23 1.20 27.10 3.34 0.002 0.083 0.28 0.009 0.001 0.9% Ok !!

3272.23 3270.84 1.39 11.98 4 3270.84 1.50 24.25 2.99 0.003 0.100 0.30 0.010 0.001 1.0% Ok !!

3270.49 3260.45 10.04 30.70 6 3260.45 1.20 114.44 6.27 0.003 0.100 0.63 0.010 0.002 1.0% Ojo

3260.45 3256.33 4.12 19.12 6 3256.33 1.20 90.31 4.95 0.004 0.130 0.64 0.016 0.002 1.6% Ok !!

3256.33 3253.04 3.29 12.72 6 3253.04 1.20 73.67 4.04 0.006 0.150 0.61 0.020 0.003 2.0% Ok !!

3270.79 3268.54 2.24 9.02 6 3268.54 1.20 62.03 3.40 0.000 0.050 0.17 0.007 0.001 0.7% Ok !!

3268.54 3268.33 0.22 1.18 6 3268.33 1.20 22.48 1.23 0.002 0.050 0.06 0.007 0.001 0.7% Ok !!

3268.33 3263.90 4.42 8.68 6 3263.90 1.20 60.85 3.34 0.001 0.050 0.17 0.007 0.001 0.7% Ok !!

3263.90 3262.82 1.09 6.33 6 3262.82 1.20 51.95 2.85 0.002 0.083 0.24 0.009 0.001 0.9% Ok !!

3262.82 3261.26 1.56 4.29 6 3261.26 1.20 42.77 2.34 0.003 0.100 0.23 0.010 0.002 1.0% Ok !!

3261.26 3259.93 1.33 4.94 6 3259.93 1.20 45.89 2.52 0.004 0.100 0.25 0.010 0.002 1.0% Ok !!

3259.93 3255.67 4.25 7.02 6 3255.67 1.20 54.74 3.00 0.004 0.130 0.39 0.016 0.002 1.6% Ok !!

3255.67 3253.87 1.80 7.70 6 3253.87 1.20 57.31 3.14 0.004 0.130 0.41 0.016 0.002 1.6% Ok !!

3253.87 3251.95 1.92 11.02 6 3251.95 1.20 68.56 3.76 0.010 0.200 0.75 0.040 0.006 4.0% Ok !!

3251.95 3249.49 2.46 7.07 6 3249.49 1.20 54.92 3.01 0.013 0.200 0.60 0.040 0.006 4.0% Ok !!

3249.49 3248.51 0.98 2.65 6 3248.51 1.20 33.60 1.84 0.023 0.300 0.55 0.080 0.012 8.0% Ok !!

3248.51 3248.02 0.48 4.45 6 3248.02 1.20 43.55 2.39 0.018 0.200 0.48 0.040 0.006 4.0% Ok !!

3257.69 3256.39 1.30 5.84 4 3256.39 0.80 16.92 2.09 0.001 0.050 0.10 0.007 0.001 0.7% Ok !!

3256.39 3256.26 0.13 0.89 4 3256.26 1.60 6.63 0.82 0.005 0.150 0.12 0.020 0.002 2.0% Ok !!

3256.26 3256.15 0.11 0.28 4 3256.15 1.50 3.71 0.46 0.020 0.200 0.09 0.040 0.004 4.0% Ojo

3256.15 3254.52 1.63 4.65 4 3254.52 1.00 15.11 1.86 0.007 0.150 0.28 0.020 0.002 2.0% Ok !!

3254.52 3254.17 0.35 1.25 4 3254.17 1.20 7.84 0.97 0.017 0.200 0.19 0.040 0.004 4.0% Ok !!

3281.16 3254.41 26.75 41.62 4 3254.41 1.20 45.20 5.57 0.001 0.050 0.28 0.007 0.001 0.7% Ojo

3254.17 3249.16 5.01 17.38 6 3249.16 1.20 86.12 4.72 0.003 0.100 0.47 0.010 0.002 1.0% Ok !!

3248.02 3244.09 3.93 12.07 6 3244.09 1.20 71.77 3.93 0.014 0.200 0.79 0.040 0.006 4.0% Ok !!

3244.09 3240.73 3.36 9.81 6 3240.73 1.20 64.68 3.55 0.016 0.200 0.71 0.040 0.006 4.0% Ok !!

AMPLIACION Y CAMBIO DEL SISTEMA DE RED DE AGUA Y DESAGÜE DEL CENTRO POBLADO DE CARHUAYOC

Cota del Colector (msnm)

Pen

dien

te

(%)

Diá

met

ro

(Pul

g.) Buzón Aguas

Abajo

Cau

dal a

S

ecci

ón

Llen

a (l/

s)

Vel

ocid

ad a

S

ecci

ón

Llen

a (m

/s)

Rel

ació

n Q

/Qo

Rel

ació

n V

/Vo

Vel

ocid

ad

Rea

l (m

/s)

Rel

ació

n d/

Do

Tira

nte

Rea

l (m

m)

Rel

ació

n %

R

eal y

/D

Aguas arriba

Aguas abajo

Cota Colector

Profundidad

Page 15: Desagüe calculo

MDSM

- 15 -

H O J A D E C A L C U L O

De

sniv

el

(m)

Con

dic

iónCota del Colector

(msnm)

Pen

dien

te

(%)

Diá

met

ro

(Pul

g.) Buzón Aguas

Abajo

Cau

dal a

S

ecci

ón

Llen

a (l/

s)

Vel

ocid

ad a

S

ecci

ón

Llen

a (m

/s)

Rel

ació

n Q

/Qo

Rel

ació

n V

/Vo

Vel

ocid

ad

Rea

l (m

/s)

Rel

ació

n d/

Do

Tira

nte

Rea

l (m

m)

Rel

ació

n %

R

eal y

/D

Aguas arriba

Aguas abajo

Cota Colector

Profundidad

3240.73 3239.45 1.27 4.14 6 3239.45 1.20 42.04 2.30 0.026 0.300 0.69 0.080 0.012 8.0% Ok !!

3245.26 3242.85 2.41 4.64 6 3242.85 1.20 44.51 2.44 0.001 0.050 0.12 0.007 0.001 0.7% Ok !!

3242.85 3239.38 3.47 16.18 6 3239.38 1.20 83.08 4.55 0.001 0.050 0.23 0.007 0.001 0.7% Ok !!

3239.45 3236.09 3.37 15.21 8 3236.09 1.20 173.49 5.35 0.007 0.150 0.80 0.020 0.004 2.0% Ojo

3236.09 3233.83 2.26 8.87 8 3233.83 1.20 132.51 4.09 0.009 0.150 0.61 0.020 0.004 2.0% Ok !!

3233.83 3230.91 2.92 16.35 8 3230.91 1.20 179.89 5.55 0.007 0.150 0.83 0.020 0.004 2.0% Ojo

3242.36 3238.81 3.56 15.51 4 3238.81 1.00 27.59 3.40 0.001 0.050 0.17 0.007 0.001 0.7% Ok !!

3238.81 3233.46 5.35 18.50 4 3233.46 1.00 30.13 3.72 0.002 0.050 0.19 0.007 0.001 0.7% Ok !!

3233.46 3231.11 2.35 13.87 4 3231.11 1.20 26.10 3.22 0.003 0.100 0.32 0.010 0.001 1.0% Ok !!

3235.98 3235.86 0.12 0.83 6 3235.86 1.20 18.77 1.03 0.001 0.050 0.05 0.070 0.011 7.0% Ok !!

3235.86 3235.13 0.73 2.73 6 3235.13 1.20 34.11 1.87 0.001 0.050 0.09 0.007 0.001 0.7% Ok !!

3235.93 3235.13 0.80 10.40 4 3235.13 1.20 22.59 2.79 0.000 0.050 0.14 0.007 0.001 0.7% Ok !!

3235.13 3231.11 4.02 21.67 6 3231.11 1.20 96.16 5.27 0.001 0.050 0.26 0.007 0.001 0.7% Ojo

3230.91 3221.05 9.86 16.58 6 3221.05 1.20 84.10 4.61 0.017 0.200 0.92 0.040 0.006 4.0% Ok !!

3221.05 3214.77 6.28 20.58 6 3214.77 1.20 93.71 5.14 0.015 0.200 1.03 0.040 0.006 4.0% Ojo

3214.77 3212.74 2.03 4.80 6 3212.74 1.20 45.26 2.48 0.033 0.310 0.77 0.100 0.015 10.0% Ok !!

3212.74 3209.13 3.62 8.57 6 3209.13 1.20 60.45 3.31 0.025 0.300 0.99 0.080 0.012 8.0% Ok !!

3231.62 3229.78 1.84 11.62 4 3229.78 1.20 23.88 2.95 0.001 0.050 0.15 0.007 0.001 0.7% Ok !!

3229.78 3226.36 3.42 16.91 4 3226.36 1.20 28.81 3.55 0.001 0.050 0.18 0.007 0.001 0.7% Ok !!

3226.36 3220.47 5.89 30.34 4 3220.47 1.20 38.59 4.76 0.001 0.050 0.24 0.007 0.001 0.7% Ok !!

3220.47 3215.27 5.20 10.39 4 3215.27 1.20 22.59 2.79 0.004 0.130 0.36 0.016 0.002 1.6% Ok !!

3215.27 3209.10 6.18 14.76 4 3209.10 1.20 26.92 3.32 0.005 0.150 0.50 0.020 0.002 2.0% Ok !!

3209.13 3201.93 7.20 15.35 6 3201.93 1.20 80.93 4.44 0.021 0.300 1.33 0.080 0.012 8.0% Ok !!

3201.93 3201.13 0.80 1.92 8 3201.13 1.20 61.61 1.90 0.028 0.300 0.57 0.080 0.016 8.0% Ok !!

3201.13 3201.50 0.37 1.81 8 3201.50 2.00 59.80 1.84 0.029 0.300 0.55 0.080 0.016 8.0% Ok !!

3244.62 3243.03 1.58 6.31 6 3243.03 1.20 51.90 2.85 0.000 0.050 0.14 0.007 0.001 0.7% Ok !!

3243.03 3239.00 4.03 8.94 6 3239.00 1.20 61.77 3.39 0.001 0.050 0.17 0.007 0.001 0.7% Ok !!

3239.00 3237.33 1.67 6.77 6 3237.33 1.20 53.74 2.95 0.002 0.050 0.15 0.007 0.001 0.7% Ok !!

3237.33 3235.34 1.99 3.54 6 3235.34 1.20 38.87 2.13 0.004 0.100 0.21 0.010 0.002 1.0% Ok !!

3235.34 3232.94 2.40 3.62 6 3232.94 1.20 39.33 2.16 0.005 0.150 0.32 0.020 0.003 2.0% Ok !!

3232.94 3231.29 1.65 5.84 6 3231.29 1.50 49.94 2.74 0.005 0.130 0.36 0.016 0.002 1.6% Ok !!

3231.54 3223.65 7.88 28.93 6 3223.65 1.20 111.11 6.09 0.002 0.050 0.30 0.007 0.001 0.7% Ojo

3223.65 3220.76 2.89 15.50 6 3220.76 1.20 81.32 4.46 0.003 0.100 0.45 0.010 0.002 1.0% Ok !!

3220.76 3213.70 7.06 23.74 6 3213.70 1.20 100.63 5.52 0.003 0.100 0.55 0.010 0.002 1.0% Ojo

3213.70 3206.41 7.29 16.56 6 3206.41 1.20 84.04 4.61 0.004 0.130 0.60 0.016 0.002 1.6% Ok !!

3231.59 3230.93 0.66 3.37 6 3230.93 1.20 37.89 2.08 0.000 0.050 0.10 0.007 0.001 0.7% Ok !!

3230.93 3229.69 1.24 5.69 6 3229.69 1.20 49.29 2.70 0.001 0.050 0.14 0.007 0.001 0.7% Ok !!

3229.69 3228.21 1.49 4.86 6 3228.21 1.20 45.54 2.50 0.002 0.050 0.12 0.007 0.001 0.7% Ok !!

3228.21 3226.38 1.83 7.56 6 3226.38 1.20 56.78 3.11 0.002 0.050 0.16 0.007 0.001 0.7% Ok !!

3226.38 3222.70 3.67 8.94 6 3222.70 1.20 61.76 3.39 0.002 0.083 0.28 0.009 0.001 0.9% Ok !!

3222.70 3220.43 2.28 6.34 6 3220.43 1.20 52.01 2.85 0.003 0.100 0.29 0.010 0.002 1.0% Ok !!

Page 16: Desagüe calculo

MDSM

- 16 -

H O J A D E C A L C U L O

De

sniv

el

(m)

Con

dic

iónCota del Colector

(msnm)

Pen

dien

te

(%)

Diá

met

ro

(Pul

g.) Buzón Aguas

Abajo

Cau

dal a

S

ecci

ón

Llen

a (l/

s)

Vel

ocid

ad a

S

ecci

ón

Llen

a (m

/s)

Rel

ació

n Q

/Qo

Rel

ació

n V

/Vo

Vel

ocid

ad

Rea

l (m

/s)

Rel

ació

n d/

Do

Tira

nte

Rea

l (m

m)

Rel

ació

n %

R

eal y

/D

Aguas arriba

Aguas abajo

Cota Colector

Profundidad

3220.43 3219.31 1.12 10.02 6 3219.31 1.20 65.38 3.58 0.003 0.100 0.36 0.010 0.002 1.0% Ok !!

3219.31 3217.37 1.94 7.48 6 3217.37 1.20 56.49 3.10 0.004 0.100 0.31 0.010 0.002 1.0% Ok !!

3217.37 3216.41 0.97 7.68 6 3216.41 1.20 57.25 3.14 0.004 0.100 0.31 0.010 0.002 1.0% Ok !!

3216.41 3214.69 1.71 7.03 6 3214.69 1.20 54.77 3.00 0.004 0.130 0.39 0.016 0.002 1.6% Ok !!

3214.69 3210.77 3.92 8.27 6 3210.77 1.20 59.39 3.26 0.005 0.130 0.42 0.016 0.002 1.6% Ok !!

3210.77 3209.01 1.76 6.89 6 3209.01 1.20 54.22 2.97 0.006 0.150 0.45 0.020 0.003 2.0% Ok !!

3209.01 3207.93 1.08 6.77 6 3207.93 1.20 53.74 2.95 0.006 0.150 0.44 0.020 0.003 2.0% Ok !!

3209.70 3209.55 0.15 0.82 6 3209.55 1.30 18.66 1.02 0.001 0.050 0.05 0.007 0.001 0.7% Ok !!

3209.55 3207.94 1.61 5.30 6 3207.94 1.20 47.57 2.61 0.001 0.050 0.13 0.007 0.001 0.7% Ok !!

3207.93 3206.41 1.52 6.10 6 3206.41 1.20 51.03 2.80 0.008 0.150 0.42 0.020 0.003 2.0% Ok !!

3206.41 3203.49 2.92 10.56 6 3203.49 1.20 67.12 3.68 0.011 0.200 0.74 0.040 0.006 4.0% Ok !!

3203.49 3202.72 0.78 3.13 6 3202.72 1.40 36.53 2.00 0.022 0.300 0.60 0.080 0.012 8.0% Ok !!

3198.24 3197.10 1.13 7.21 6 3197.10 1.60 55.46 3.04 0.014 0.200 0.61 0.040 0.006 4.0% Ok !!

3197.10 3196.33 0.77 5.05 6 3196.33 1.50 46.41 2.54 0.055 0.450 1.14 0.150 0.023 15.0% Ok !!

3245.26 3243.83 1.43 8.92 4 3243.83 1.20 20.92 2.58 0.001 0.050 0.13 0.007 0.001 0.7% Ok !!

3243.83 3239.33 4.50 25.67 4 3239.33 1.00 35.50 4.38 0.001 0.050 0.22 0.007 0.001 0.7% Ok !!

3239.33 3234.07 5.26 25.06 4 3234.07 1.20 35.07 4.33 0.001 0.050 0.22 0.007 0.001 0.7% Ok !!

3235.98 3233.83 2.15 8.73 4 3233.83 1.20 20.70 2.55 0.004 0.100 0.26 0.010 0.001 1.0% Ok !!

3234.07 3230.70 3.37 9.36 4 3230.70 1.20 21.43 2.64 0.005 0.150 0.40 0.020 0.002 2.0% Ok !!

3230.70 3226.32 4.38 11.89 4 3226.32 1.20 24.15 2.98 0.006 0.150 0.45 0.020 0.002 2.0% Ok !!

3226.32 3219.24 7.09 13.03 4 3219.24 1.20 25.28 3.12 0.008 0.150 0.47 0.020 0.002 2.0% Ok !!

3219.24 3213.21 6.02 24.27 4 3213.21 1.20 34.52 4.26 0.006 0.150 0.64 0.020 0.002 2.0% Ok !!

3213.21 3208.90 4.32 17.67 4 3208.90 1.20 29.45 3.63 0.008 0.150 0.54 0.020 0.002 2.0% Ok !!

3208.90 3206.98 1.91 7.77 4 3206.98 1.20 19.53 2.41 0.014 0.200 0.48 0.040 0.004 4.0% Ok !!

3206.98 3201.13 5.85 16.37 4 3201.13 1.50 28.35 3.50 0.011 0.200 0.70 0.040 0.004 4.0% Ok !!

3196.63 3195.07 1.56 8.96 8 3195.07 1.20 133.14 4.11 0.022 0.300 1.23 0.080 0.016 8.0% Ok !!

3195.07 3191.15 3.92 10.61 8 3191.15 1.20 144.91 4.47 0.020 0.300 1.34 0.080 0.016 8.0% Ok !!

3191.15 3190.56 0.59 5.18 8 3190.56 1.20 101.20 3.12 0.029 0.300 0.94 0.080 0.016 8.0% Ok !!

3190.56 3189.91 0.65 3.75 8 3189.91 1.20 86.12 2.66 0.034 0.310 0.82 0.100 0.020 10.0% Ok !!

3244.47 3242.42 2.05 3.34 4 3242.42 1.20 12.80 1.58 0.005 0.130 0.21 0.016 0.002 1.6% Ok !!

3242.42 3233.80 8.62 30.22 4 3233.80 1.20 38.51 4.75 0.002 0.083 0.40 0.009 0.001 0.9% Ok !!

3233.80 3219.31 14.49 18.67 6 3219.31 1.20 89.26 4.89 0.002 0.050 0.24 0.007 0.001 0.7% Ok !!

3237.41 3221.79 15.62 38.48 4 3221.79 1.20 43.46 5.36 0.001 0.050 0.27 0.007 0.001 0.7% Ojo

3221.79 3219.30 2.49 16.35 6 3219.30 1.20 83.51 4.58 0.001 0.050 0.23 0.007 0.001 0.7% Ok !!

3219.30 3211.35 7.95 17.83 6 3211.35 1.20 87.21 4.78 0.003 0.100 0.48 0.010 0.002 1.0% Ok !!

3211.35 3202.34 9.01 18.88 6 3202.34 1.20 89.74 4.92 0.003 0.100 0.49 0.010 0.002 1.0% Ok !!

3202.34 3193.75 8.59 18.27 6 3193.75 1.20 88.30 4.84 0.004 0.100 0.48 0.010 0.002 1.0% Ok !!

3236.26 3234.17 2.10 23.08 4 3234.17 1.20 33.66 4.15 0.000 0.050 0.21 0.007 0.001 0.7% Ok !!

3234.17 3219.13 15.04 40.46 4 3219.13 1.20 44.56 5.50 0.001 0.050 0.27 0.007 0.001 0.7% Ojo

3219.13 3202.69 16.44 36.00 4 3202.69 1.20 42.04 5.19 0.002 0.083 0.43 0.009 0.001 0.9% Ojo

3202.69 3193.75 8.94 28.82 4 3193.75 1.20 37.61 4.64 0.003 0.100 0.46 0.010 0.001 1.0% Ok !!

Page 17: Desagüe calculo

MDSM

- 17 -

H O J A D E C A L C U L O

De

sniv

el

(m)

Con

dic

iónCota del Colector

(msnm)

Pen

dien

te

(%)

Diá

met

ro

(Pul

g.) Buzón Aguas

Abajo

Cau

dal a

S

ecci

ón

Llen

a (l/

s)

Vel

ocid

ad a

S

ecci

ón

Llen

a (m

/s)

Rel

ació

n Q

/Qo

Rel

ació

n V

/Vo

Vel

ocid

ad

Rea

l (m

/s)

Rel

ació

n d/

Do

Tira

nte

Rea

l (m

m)

Rel

ació

n %

R

eal y

/D

Aguas arriba

Aguas abajo

Cota Colector

Profundidad

3189.91 3186.80 3.11 9.79 8 3186.80 1.50 139.17 4.29 0.025 0.300 1.29 0.080 0.016 8.0% Ok !!

3186.80 3175.42 11.39 14.92 6 3175.42 1.20 79.78 4.37 0.044 0.410 1.79 0.130 0.020 13.0% Ok !!

3175.42 3171.11 4.31 7.73 8 3171.11 1.20 123.68 3.81 0.029 0.300 1.14 0.080 0.016 8.0% Ok !!

3171.11 3162.02 9.09 16.92 6 3162.02 1.20 84.97 4.66 0.043 0.410 1.91 0.130 0.020 13.0% Ok !!

3162.02 3152.96 9.06 18.57 6 3152.96 1.20 89.01 4.88 0.041 0.410 2.00 0.130 0.020 13.0% Ok !!

3202.92 3203.21 0.29 1.12 4 3203.21 1.20 7.40 0.91 0.003 0.100 0.09 0.010 0.001 1.0% Ok !!

3202.73 3203.21 0.48 2.07 4 3203.21 1.20 10.08 1.24 0.002 0.083 0.10 0.009 0.001 0.9% Ok !!

3203.89 3201.53 2.36 4.88 6 3201.53 1.20 45.62 2.50 0.002 0.083 0.21 0.009 0.001 0.9% Ok !!

3201.53 3199.43 2.10 7.23 6 3199.43 1.20 55.53 3.04 0.002 0.083 0.25 0.009 0.001 0.9% Ok !!

3207.42 3205.59 1.83 7.92 4 3205.59 1.20 19.71 2.43 0.001 0.050 0.12 0.007 0.001 0.7% Ok !!

3205.59 3204.46 1.14 8.67 4 3204.46 1.20 20.62 2.54 0.002 0.050 0.13 0.007 0.001 0.7% Ok !!

3204.46 3201.05 3.40 11.25 6 3201.05 1.20 69.29 3.80 0.001 0.050 0.19 0.007 0.001 0.7% Ok !!

3201.05 3199.43 1.62 11.42 6 3199.43 1.20 69.80 3.83 0.001 0.050 0.19 0.007 0.001 0.7% Ok !!

3201.76 3199.43 2.33 5.58 4 3199.43 1.20 16.55 2.04 0.002 0.050 0.10 0.007 0.001 0.7% Ok !!

3199.43 3197.46 1.97 4.52 6 3197.46 1.20 43.92 2.41 0.006 0.150 0.36 0.020 0.003 2.0% Ok !!

3197.46 3195.02 2.44 12.58 6 3195.02 1.20 73.26 4.02 0.004 0.130 0.52 0.016 0.002 1.6% Ok !!

3195.02 3189.78 5.24 22.69 6 3189.78 1.20 98.39 5.39 0.003 0.100 0.54 0.010 0.002 1.0% Ojo

3189.78 3180.97 8.81 24.64 6 3180.97 1.20 102.53 5.62 0.003 0.100 0.56 0.010 0.002 1.0% Ojo

3180.97 3167.45 13.51 48.30 6 3167.45 1.20 143.55 7.87 0.003 0.100 0.79 0.010 0.002 1.0% Ojo

3167.45 3164.39 3.06 19.33 6 3164.39 1.20 90.82 4.98 0.004 0.130 0.65 0.016 0.002 1.6% Ok !!

3164.39 3160.85 3.55 17.14 6 3160.85 1.20 85.52 4.69 0.005 0.130 0.61 0.016 0.002 1.6% Ok !!

3160.85 3156.79 4.06 14.49 6 3156.79 1.20 78.62 4.31 0.006 0.150 0.65 0.020 0.003 2.0% Ok !!

3152.96 3142.07 10.89 14.58 6 3142.07 1.20 78.86 4.32 0.053 0.450 1.95 0.150 0.023 15.0% Ok !!

3191.90 3188.53 3.38 7.01 6 3188.53 1.20 54.69 3.00 0.001 0.050 0.15 0.007 0.001 0.7% Ok !!

3188.53 3186.51 2.02 4.75 6 3186.51 1.20 45.01 2.47 0.002 0.050 0.12 0.007 0.001 0.7% Ok !!

3186.51 3184.01 2.51 4.27 6 3184.01 1.20 42.69 2.34 0.003 0.100 0.23 0.010 0.002 1.0% Ok !!

3184.01 3183.43 0.57 2.75 6 3183.43 1.20 34.27 1.88 0.005 0.130 0.24 0.016 0.002 1.6% Ok !!

3183.43 3181.93 1.50 6.26 6 3181.93 1.20 51.67 2.83 0.004 0.100 0.28 0.010 0.002 1.0% Ok !!

3181.93 3180.73 1.20 4.31 6 3180.73 1.20 42.87 2.35 0.005 0.130 0.31 0.016 0.002 1.6% Ok !!

3180.73 3178.69 2.04 2.98 6 3178.69 1.20 35.65 1.95 0.008 0.150 0.29 0.020 0.003 2.0% Ok !!

3178.69 3178.84 0.15 0.81 6 3178.84 1.20 18.54 1.02 0.016 0.200 0.20 0.040 0.006 4.0% Ok !!

3178.84 3170.89 7.95 25.67 4 3170.89 1.20 35.50 4.38 0.009 0.150 0.66 0.020 0.002 2.0% Ok !!

3170.89 3160.67 10.22 27.74 4 3160.67 1.20 36.90 4.55 0.010 0.150 0.68 0.020 0.002 2.0% Ok !!

3160.67 3153.12 7.55 23.77 4 3153.12 1.20 34.16 4.21 0.011 0.200 0.84 0.040 0.004 4.0% Ok !!

3153.12 3147.37 5.74 27.80 4 3147.37 1.20 36.94 4.56 0.011 0.200 0.91 0.040 0.004 4.0% Ok !!

3147.37 3145.67 1.70 4.77 6 3145.67 1.20 45.12 2.47 0.010 0.150 0.37 0.020 0.003 2.0% Ok !!

3142.07 3140.43 1.64 6.64 8 3140.43 1.20 114.65 3.54 0.040 0.410 1.45 0.130 0.026 13.0% Ok !!

3140.43 3136.83 3.60 5.47 8 3136.83 1.20 104.05 3.21 0.044 0.410 1.32 0.130 0.026 13.0% Ok !!

3136.83 3133.60 3.23 5.41 8 3133.60 1.20 103.48 3.19 0.045 0.410 1.31 0.130 0.026 13.0% Ok !!

3133.60 3129.02 4.58 5.83 8 3129.02 1.20 107.44 3.31 0.043 0.410 1.36 0.130 0.026 13.0% Ok !!

Page 18: Desagüe calculo

MDSM

- 18 -

H O J A D E C A L C U L O

De

sniv

el

(m)

Con

dic

iónCota del Colector

(msnm)

Pen

dien

te

(%)

Diá

met

ro

(Pul

g.) Buzón Aguas

Abajo

Cau

dal a

S

ecci

ón

Llen

a (l/

s)

Vel

ocid

ad a

S

ecci

ón

Llen

a (m

/s)

Rel

ació

n Q

/Qo

Rel

ació

n V

/Vo

Vel

ocid

ad

Rea

l (m

/s)

Rel

ació

n d/

Do

Tira

nte

Rea

l (m

m)

Rel

ació

n %

R

eal y

/D

Aguas arriba

Aguas abajo

Cota Colector

Profundidad

3129.02 3126.74 2.28 9.11 8 3126.74 1.60 134.30 4.14 0.034 0.310 1.28 0.100 0.020 10.0% Ok !!

Page 19: Desagüe calculo

ABACO ITERATIVO

q/Q y/Ø v/V

0.001 0.007 0.050.002 0.009 0.083

0.0025 0.01 0.10.004 0.016 0.130.005 0.02 0.150.01 0.04 0.200.02 0.08 0.300.03 0.10 0.310.04 0.13 0.410.05 0.15 0.450.06 0.16 0.480.07 0.18 0.530.08 0.18 0.550.09 0.20 0.560.10 0.22 0.590.11 0.23 0.600.12 0.24 0.630.13 0.25 0.640.14 0.26 0.660.15 0.27 0.680.16 0.28 0.690.17 0.29 0.710.18 0.30 0.720.19 0.30 0.730.20 0.31 0.750.21 0.32 0.760.22 0.33 0.770.23 0.34 0.780.24 0.35 0.800.25 0.35 0.800.26 0.36 0.810.27 0.36 0.820.28 0.37 0.830.29 0.38 0.840.30 0.38 0.850.31 0.39 0.860.32 0.40 0.870.33 0.40 0.880.34 0.41 0.890.35 0.42 0.900.36 0.43 0.910.37 0.43 0.920.38 0.44 0.930.39 0.44 0.940.40 0.45 0.950.41 0.46 0.950.42 0.46 0.950.43 0.47 0.960.44 0.47 0.970.45 0.48 0.98

Page 20: Desagüe calculo

0.46 0.48 0.980.47 0.49 0.980.48 0.49 0.990.49 0.49 1.000.50 0.50 1.000.51 0.51 1.010.52 0.51 1.020.53 0.52 1.030.54 0.53 1.030.55 0.53 1.040.56 0.54 1.040.57 0.54 1.050.58 0.55 1.050.59 0.56 1.060.60 0.56 1.060.61 0.57 1.060.62 0.58 1.070.63 0.58 1.070.64 0.58 1.070.65 0.59 1.080.66 0.60 1.080.67 0.60 1.080.68 0.60 1.090.69 0.61 1.090.70 0.62 1.100.71 0.62 1.100.72 0.62 1.100.73 0.63 1.100.74 0.64 1.110.75 0.64 1.110.76 0.65 1.110.77 0.66 1.120.78 0.66 1.120.79 0.67 1.130.80 0.68 1.130.81 0.68 1.130.82 0.69 1.140.83 0.69 1.140.84 0.70 1.140.85 0.71 1.150.86 0.71 1.150.87 0.72 1.150.88 0.73 1.150.89 0.73 1.160.90 0.74 1.160.91 0.75 1.160.92 0.75 1.160.93 0.76 1.160.94 0.76 1.160.95 0.77 1.160.96 0.78 1.170.97 0.79 1.170.98 0.80 1.170.99 0.80 1.17

Page 21: Desagüe calculo

0.99 0.80 1.17

Page 22: Desagüe calculo

q/Q v/V0.0025 0.1000.004 0.1300

0.0050 0.150

Page 23: Desagüe calculo

HOJA DE METRADO DE TUBERIAS

Proyecto : Construcción del Sistema de Saneamiento del Centro Poblado de CarhuayocCliente : MUNICIPALIDAD DISTRITAL DE SAN MARCOSUbicación : ANCASH - HUARI - SAN MARCOS

Long. Desnivel Ø METRADO (m)m m pulg. 4 6 8 10

1 - 2 58.782 4.75 SI 6 58.972 - 3 34.510 3.17 SI 6 34.663 - 4 16.447 1.12 SI 6 16.484 - 5 40.790 2.73 SI 6 40.885 - 6 37.403 2.52 SI 6 37.496 - 7 15.783 1.28 SI 6 15.837 - 8 21.900 2.09 SI 6 228 - 9 31.524 2.85 SI 6 31.659 - 10 35.577 3.54 SI 6 35.751º - 2º 32.984 3.81 NO

2º - 133 34.718 5.20 NO133 - 10 11.572 1.39 NO10 - 109 32.700 10.04 SI 6 34.21109 - 122 21.557 4.12 SI 6 21.95122 - 18 25.869 3.29 SI 6 26.0810 - 11 24.874 2.24 SI 6 24.9711 - 12 18.320 0.22 SI 6 18.3212 - 13 50.935 4.42 SI 6 51.1313 - 14 17.166 1.09 SI 6 17.214 - 15 36.338 1.56 SI 6 36.3715 - 16 26.984 1.33 SI 6 27.0216 - 17 60.580 4.25 NO17 - 18 23.408 1.80 NO18 - 19 17.453 1.92 SI 6 17.5619 - 20 34.766 2.46 SI 6 34.8520 - 21 37.188 0.98 SI 6 37.221 - 22 10.886 0.48 SI 6 10.9122 - 3º 22.243 1.30 SI 4 22.283º - 123 14.304 0.13 SI 4 14.3

123 - 124 39.947 0.11 SI 4 39.95124 - 125 34.952 1.63 SI 4 34.99125 - 108 27.954 0.35 SI 4 27.964º - 108 64.262 26.75 SI 4 69.61108 - 22 28.838 5.01 SI 6 29.2722 - 75 32.586 3.93 SI 6 32.8275 - 76 34.304 3.36 SI 6 34.4776 - 90 30.754 1.27 SI 6 30.7888 - 89 51.781 2.41 SI 6 51.8489 - 90 21.463 3.47 SI 6 21.7490 - 121 22.123 3.37 SI 8 22.38121 - 77 25.457 2.26 SI 8 25.5677 - 78 17.850 2.92 SI 8 18.095º - 6º 22.929 3.56 SI 4 23.26º - 7º 28.931 5.35 SI 4 29.427º - 78 16.938 2.35 SI 4 17.19º - 92 14.296 0.12 SI 6 14.392 - 91 26.802 0.73 SI 6 26.818º - 91 7.703 0.80 SI 4 7.7491 - 78 18.566 4.02 SI 6 1978 - 79 59.474 9.86 SI 6 60.2979 - 80 30.489 6.28 SI 6 31.13

Tramo de Buzon

Tramo a Construir

Page 24: Desagüe calculo

Long. Desnivel Ø METRADO (m)m m pulg. 4 6 8 10

Tramo de Buzon

Tramo a Construir

80 - 81 42.333 2.03 SI 6 42.3881 - 82 42.204 3.62 SI 6 42.36

13º - 14º 15.839 1.84 SI 4 15.9514º - 85 20.206 3.42 SI 4 20.4985 - 86 19.423 5.89 SI 4 20.386 - 15º 49.996 5.20 NO15º - 82 41.836 6.18 NO82 - 83 46.901 7.20 SI 6 47.4583 - 84 41.439 0.80 SI 8 41.4584 - 46 20.585 0.37 SI 8 20.5923 - 24 25.104 1.58 SI 6 25.1524 - 25 45.072 4.03 SI 6 45.2525 - 26 24.622 1.67 SI 6 24.6826 - 27 56.137 1.99 SI 6 56.1727 - 28 66.264 2.40 SI 6 66.3128 - 29 28.264 1.65 SI 6 28.3129 - 104 27.245 7.88 SI 6 28.36104 - 105 18.664 2.89 SI 6 18.89105 - 106 29.749 7.06 SI 6 30.58106 - 43 44.032 7.29 SI 6 44.6329 - 30 19.491 0.66 SI 6 19.530 - 31 21.774 1.24 SI 6 21.8131 - 32 30.616 1.49 SI 6 30.6532 - 33 24.193 1.83 SI 6 24.2633 - 34 41.094 3.67 SI 6 41.2634 - 35 35.949 2.28 SI 6 36.0235 - 36 11.150 1.12 SI 6 11.2136 - 37 25.896 1.94 SI 6 25.9737 - 38 12.575 0.97 SI 6 12.6138 - 39 24.349 1.71 SI 6 24.4139 - 40 47.450 3.92 SI 6 47.6140 - 41 25.541 1.76 SI 6 25.641 - 42 15.955 1.08 SI 6 15.99

18º - 107 18.377 0.15 SI 6 18.38107 - 42 30.355 1.61 SI 6 30.442 - 43 24.905 1.52 SI 6 24.9543 - 44 27.636 2.92 SI 6 27.7944 - 45 24.808 0.78 SI 6 24.8245 - 46 15.730 1.13 SI 6 15.7746 - 47 15.232 0.77 SI 6 15.2588 - 87 15.995 1.43 SI 4 16.0687 - 10º 17.531 4.50 SI 4 18.110º - 126 21.007 5.26 SI 4 21.669º - 126 24.605 2.15 SI 4 24.7

126 - 127 35.978 3.37 SI 4 36.14127 - 128 36.811 4.38 SI 4 37.07128 - 129 54.393 7.09 SI 4 54.85129 - 130 24.820 6.02 SI 4 25.54130 - 131 24.435 4.32 SI 4 24.81131 - 132 24.634 1.91 SI 4 24.71132 - 47 35.729 5.85 SI 4 36.247 - 48 17.459 1.56 SI 8 17.5348 - 49 36.901 3.92 SI 8 37.1149 - 50 11.380 0.59 SI 8 11.450 - 51 17.369 0.65 SI 8 17.3893 - 94 61.334 2.05 SI 4 61.3794 - 95 28.529 8.62 SI 4 29.8

Page 25: Desagüe calculo

Long. Desnivel Ø METRADO (m)m m pulg. 4 6 8 10

Tramo de Buzon

Tramo a Construir

95 - 98 77.613 14.49 SI 6 78.9596 - 97 40.593 15.62 NO97 - 98 15.214 2.49 NO98 - 99 44.597 7.95 NO99 - 100 47.729 9.01 NO100 - 51 47.020 8.59 NO12º - 101 9.077 2.10 NO101 - 102 37.170 15.04 NO102 - 103 45.653 16.44 NO103 - 51 31.007 8.94 NO51 - 52 31.754 3.11 SI 8 31.9152 - 71 76.326 11.39 SI 6 77.1771 - 72 55.738 4.31 SI 8 55.972 - 73 53.702 9.09 SI 6 54.4773 - 74 48.782 9.06 SI 6 49.6245 - 119 26.327 0.29 SI 4 26.3321º - 119 23.287 0.48 SI 4 23.29119 - 120 48.290 2.36 SI 6 48.35120 - 111 29.098 2.10 SI 6 29.1716º - 17º 23.071 1.83 SI 4 23.1417º - 110 13.119 1.14 SI 4 13.17110 - 19º 30.255 3.40 SI 6 30.4519º - 111 14.193 1.62 SI 6 14.2920º - 111 41.787 2.33 NO111 - 112 43.529 1.97 SI 6 43.57112 - 113 19.405 2.44 SI 6 19.56113 - 114 23.097 5.24 SI 6 23.68114 - 115 35.765 8.81 SI 6 36.83115 - 116 27.974 13.51 SI 6 31.07116 - 117 15.837 3.06 SI 6 16.13117 - 118 20.684 3.55 SI 6 20.99118 - 74 28.019 4.06 SI 6 28.3174 - 65 74.735 10.89 SI 6 75.5252 - 53 48.192 3.38 SI 6 48.3153 - 54 42.463 2.02 SI 6 42.5154 - 55 58.641 2.51 SI 6 58.6955 - 56 20.785 0.57 SI 6 20.7956 - 57 24.004 1.50 SI 6 24.0557 - 58 27.922 1.20 SI 6 27.9558 - 59 68.408 2.04 SI 6 68.4459 - 60 18.116 0.15 SI 6 18.1260 - 61 30.972 7.95 SI 4 31.9861 - 62 36.824 10.22 SI 4 38.2162 - 63 31.776 7.55 SI 4 32.6663 - 64 20.652 5.74 SI 4 21.4464 - 65 35.714 1.70 SI 6 35.7565 - 66 24.628 1.64 SI 8 24.6866 - 67 65.796 3.60 SI 8 65.8967 - 68 59.651 3.23 SI 8 59.7468 - 69 78.567 4.58 SI 8 78.769 - 70 25.003 2.28 SI 8 25.11

964.52 3021.44 299.30 0.00

METRADO:Tubería de Ø4´´ es de 964.52 m de LongitudTubería de Ø6´´ es de 3021.44 m de LongitudTubería de Ø8´´ es de 299.3 m de Longitud

Page 26: Desagüe calculo

Long. Desnivel Ø METRADO (m)m m pulg. 4 6 8 10

Tramo de Buzon

Tramo a Construir

Tubería de Ø10´´ es de 0 m de Longitud

Longitud total de tubería: 4285.26 m

Page 27: Desagüe calculo

MOVIMIENTO DE TIERRA PARA DESAGÜE

Proyecto : Construcción del Sistema de Saneamiento del Centro Poblado de CarhuayocCliente : MUNICIPALIDAD DISTRITAL DE SAN MARCOSUbicación : ANCASH - HUARI - SAN MARCOS

Long. Altura Ø METRADO (m)m m pulg. 110 160 200 250

1 - 2 58.782 1.20 SI 160 35.272 - 3 34.510 1.20 SI 160 20.713 - 4 16.447 1.20 SI 160 9.874 - 5 40.790 1.20 SI 160 24.475 - 6 37.403 1.20 SI 160 22.446 - 7 15.783 1.20 SI 160 9.477 - 8 21.900 1.20 SI 160 13.148 - 9 31.524 1.20 SI 160 18.919 - 10 35.577 1.50 SI 160 26.681º - 2º 32.984 1.00 NO

2º - 133 34.718 1.20 NO133 - 10 11.572 1.50 NO10 - 109 32.700 1.20 SI 160 19.62109 - 122 21.557 1.20 SI 160 12.93122 - 18 25.869 1.20 SI 160 15.5210 - 11 24.874 1.20 SI 160 14.9211 - 12 18.320 1.20 SI 160 10.9912 - 13 50.935 1.20 SI 160 30.5613 - 14 17.166 1.20 SI 160 10.314 - 15 36.338 1.20 SI 160 21.815 - 16 26.984 1.20 SI 160 16.1916 - 17 60.580 1.20 NO17 - 18 23.408 1.20 NO18 - 19 17.453 1.20 SI 160 10.4719 - 20 34.766 1.20 SI 160 20.8620 - 21 37.188 1.20 SI 160 22.3121 - 22 10.886 1.20 SI 160 6.53122 - 3º 22.243 0.80 SI 110 8.93º - 123 14.304 1.60 SI 110 11.44

123 - 124 39.947 1.50 SI 110 29.96124 - 125 34.952 1.00 SI 110 17.48125 - 108 27.954 1.20 SI 110 16.774º - 108 64.262 1.20 SI 110 38.56108 - 22 28.838 1.20 SI 160 17.322 - 75 32.586 1.20 SI 160 19.5575 - 76 34.304 1.20 SI 160 20.5876 - 90 30.754 1.20 SI 160 18.4588 - 89 51.781 1.20 SI 160 31.0789 - 90 21.463 1.20 SI 160 12.8890 - 121 22.123 1.20 SI 200 13.27121 - 77 25.457 1.20 SI 200 15.2777 - 78 17.850 1.20 SI 200 10.715º - 6º 22.929 1.00 SI 110 11.466º - 7º 28.931 1.00 SI 110 14.477º - 78 16.938 1.20 SI 110 10.169º - 92 14.296 1.20 SI 160 8.5892 - 91 26.802 1.20 SI 160 16.088º - 91 7.703 1.20 SI 110 4.6291 - 78 18.566 1.20 SI 160 11.1478 - 79 59.474 1.20 SI 160 35.6879 - 80 30.489 1.20 SI 160 18.29

Tramo de Buzon

Tramo a Construir

Page 28: Desagüe calculo

Long. Altura Ø METRADO (m)m m pulg. 110 160 200 250

Tramo de Buzon

Tramo a Construir

80 - 81 42.333 1.20 SI 160 25.481 - 82 42.204 1.20 SI 160 25.32

13º - 14º 15.839 1.20 SI 110 9.514º - 85 20.206 1.20 SI 110 12.1285 - 86 19.423 1.20 SI 110 11.6586 - 15º 49.996 1.20 NO15º - 82 41.836 1.20 NO82 - 83 46.901 1.20 SI 160 28.1483 - 84 41.439 1.20 SI 200 24.8684 - 46 20.585 2.00 SI 200 20.5923 - 24 25.104 1.20 SI 160 15.0624 - 25 45.072 1.20 SI 160 27.0425 - 26 24.622 1.20 SI 160 14.7726 - 27 56.137 1.20 SI 160 33.6827 - 28 66.264 1.20 SI 160 39.7628 - 29 28.264 1.50 SI 160 21.229 - 104 27.245 1.20 SI 160 16.35104 - 105 18.664 1.20 SI 160 11.2105 - 106 29.749 1.20 SI 160 17.85106 - 43 44.032 1.20 SI 160 26.4229 - 30 19.491 1.20 SI 160 11.6930 - 31 21.774 1.20 SI 160 13.0631 - 32 30.616 1.20 SI 160 18.3732 - 33 24.193 1.20 SI 160 14.5233 - 34 41.094 1.20 SI 160 24.6634 - 35 35.949 1.20 SI 160 21.5735 - 36 11.150 1.20 SI 160 6.6936 - 37 25.896 1.20 SI 160 15.5437 - 38 12.575 1.20 SI 160 7.5538 - 39 24.349 1.20 SI 160 14.6139 - 40 47.450 1.20 SI 160 28.4740 - 41 25.541 1.20 SI 160 15.3241 - 42 15.955 1.20 SI 160 9.57

18º - 107 18.377 1.30 SI 160 11.95107 - 42 30.355 1.20 SI 160 18.2142 - 43 24.905 1.20 SI 160 14.9443 - 44 27.636 1.20 SI 160 16.5844 - 45 24.808 1.40 SI 160 17.3745 - 46 15.730 1.60 SI 160 12.5846 - 47 15.232 1.50 SI 160 11.4288 - 87 15.995 1.20 SI 110 9.687 - 10º 17.531 1.00 SI 110 8.7710º - 126 21.007 1.20 SI 110 12.69º - 126 24.605 1.20 SI 110 14.76

126 - 127 35.978 1.20 SI 110 21.59127 - 128 36.811 1.20 SI 110 22.09128 - 129 54.393 1.20 SI 110 32.64129 - 130 24.820 1.20 SI 110 14.89130 - 131 24.435 1.20 SI 110 14.66131 - 132 24.634 1.20 SI 110 14.78132 - 47 35.729 1.50 SI 110 26.847 - 48 17.459 1.20 SI 200 10.4848 - 49 36.901 1.20 SI 200 22.1449 - 50 11.380 1.20 SI 200 6.8350 - 51 17.369 1.20 SI 200 10.4293 - 94 61.334 1.20 SI 110 36.894 - 95 28.529 1.20 SI 110 17.12

Page 29: Desagüe calculo

Long. Altura Ø METRADO (m)m m pulg. 110 160 200 250

Tramo de Buzon

Tramo a Construir

95 - 98 77.613 1.20 SI 160 46.5796 - 97 40.593 1.20 NO97 - 98 15.214 1.20 NO98 - 99 44.597 1.20 NO99 - 100 47.729 1.20 NO100 - 51 47.020 1.20 NO12º - 101 9.077 1.20 NO101 - 102 37.170 1.20 NO102 - 103 45.653 1.20 NO103 - 51 31.007 1.20 NO51 - 52 31.754 1.50 SI 200 23.8252 - 71 76.326 1.20 SI 160 45.871 - 72 55.738 1.20 SI 200 33.4472 - 73 53.702 1.20 SI 160 32.2273 - 74 48.782 1.20 SI 160 29.2745 - 119 26.327 1.20 SI 110 15.821º - 119 23.287 1.20 SI 110 13.97119 - 120 48.290 1.20 SI 160 28.97120 - 111 29.098 1.20 SI 160 17.4616º - 17º 23.071 1.20 SI 110 13.8417º - 110 13.119 1.20 SI 110 7.87110 - 19º 30.255 1.20 SI 160 18.1519º - 111 14.193 1.20 SI 160 8.5220º - 111 41.787 1.20 NO111 - 112 43.529 1.20 SI 160 26.12112 - 113 19.405 1.20 SI 160 11.64113 - 114 23.097 1.20 SI 160 13.86114 - 115 35.765 1.20 SI 160 21.46115 - 116 27.974 1.20 SI 160 16.78116 - 117 15.837 1.20 SI 160 9.5117 - 118 20.684 1.20 SI 160 12.41118 - 74 28.019 1.20 SI 160 16.8174 - 65 74.735 1.20 SI 160 44.8452 - 53 48.192 1.20 SI 160 28.9253 - 54 42.463 1.20 SI 160 25.4854 - 55 58.641 1.20 SI 160 35.1855 - 56 20.785 1.20 SI 160 12.4756 - 57 24.004 1.20 SI 160 14.457 - 58 27.922 1.20 SI 160 16.7558 - 59 68.408 1.20 SI 160 41.0459 - 60 18.116 1.20 SI 160 10.8760 - 61 30.972 1.20 SI 110 18.5861 - 62 36.824 1.20 SI 110 22.0962 - 63 31.776 1.20 SI 110 19.0763 - 64 20.652 1.20 SI 110 12.3964 - 65 35.714 1.20 SI 160 21.4365 - 66 24.628 1.20 SI 200 14.7866 - 67 65.796 1.20 SI 200 39.4867 - 68 59.651 1.20 SI 200 35.7968 - 69 78.567 1.20 SI 200 47.1469 - 70 25.003 1.60 SI 200 20

1.22 567.80 1817.34 349.02 0.00

METRADO:Tubería de Ø110´´ es de 567.8 m de LongitudTubería de Ø160´´ es de 1817.34 m de LongitudTubería de Ø200´´ es de 349.02 m de Longitud

Page 30: Desagüe calculo

Long. Altura Ø METRADO (m)m m pulg. 110 160 200 250

Tramo de Buzon

Tramo a Construir

Tubería de Ø250´´ es de 0 m de Longitud

Movimiento de Tierra Total: 2734.16 m3

1.2 1.3 1.4 1.5 1.6140 1 1 7 3 152

Page 31: Desagüe calculo

BUZON BUZONETA BUZON

133 1 1 2 3 4 5 6 7 8 9 10

17 2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.5

18 15 16 17 18 19 20 21 22 23 24 25

20 12 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

86 20 31 32 33 34 35 36 37 38 39 40

96 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

97 46 47 48 49 50 51 52 53 54 55

98 1.6 1.5 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

99 61 62 63 64 65 66 67 68 69 70

100 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.6

101 76 77 78 79 80 81 82 83 84 85

102 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1 1.2

103 91 92 93 94 95 96 97 98 99 100

13 5 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

106 107 108 109 110 111 112 113 114 115

1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

121 122 123 124 125 126 127 128 129 130

1.2 1.6 1.5 1 1.2 1.2 1.2 1.2 1.2

BUZONETA1 2 3 4 5 6 7 8

1 1 0.8 1 1 1 1 1

11 12 13 14 15 16 17 18

1 1 1.2 1.2 1.2 1.2 1.2 0.8

21 22 23 24 25 26 27 28

0.8 1

Page 32: Desagüe calculo

BUZON 0.8 0.9 1 1.1 1.2 1.3 1.4 1.5 1.6

11 12 13 14 15

1.2 1.2 1.2 1.2 1.2 0 0 0 0 14 0 0 1 026 27 28 29 30

1.2 1.2 1.2 1.5 1.2 0 0 0 0 14 0 0 1 041 42 43 44 45

1.2 1.2 1.2 1.2 1.4 0 0 0 0 14 0 1 0 056 57 58 59 60

1.2 1.2 1.2 1.2 1.2 0 0 0 0 13 0 0 1 171 72 73 74 75

1.2 1.2 1.2 1.2 1.2 0 0 0 0 14 0 0 0 186 87 88 89 90

1.2 1.2 1.2 1.2 1.2 0 0 1 0 14 0 0 0 0101 102 103 104 105

1.2 1.2 1.2 1.2 1.2 0 0 0 0 15 0 0 0 0116 117 118 119 120

1.2 1.2 1.2 1.4 1.2 0 0 0 0 14 0 1 0 0131 132 133 134 135

1.2 1.2 1.2 0 0 1 0 9 0 0 1 10 0 2 0 121 0 2 4 3

BUZONETA 0.8 0.9 1 1.1 1.29 10

0.8 1 2 0 8 0 019 20

1 1 0 3 0 529 30

1 0 1 0 04 0 12 0 5

Page 33: Desagüe calculo

1.7 1.8 1.9 2

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 00 0 0 0