maningM M M4.0000 10.0000 6.75886095

alfa f(alfa) f(alfa) f(alfa) f(alfao)0.0000 0.0000 0.0000 0.00000000 0.0000 0.0000 0.00000.2000 -1.2055 -2.0899 -1.65191010 -0.00580.4000 -1.5818 -2.7489 -2.17088261 -0.04560.6000 -1.8375 -3.2100 -2.53021684 -0.15110.8000 -2.0186 -3.5585 -2.79581545 -0.34931.0000 -2.1389 -3.8225 -2.98866928 -0.66051.2000 -2.2032 -4.0143 -3.11733475 -1.09661.6317 -2.1609 -4.2088 -3.19452158 -2.46261.7906 -2.0856 -4.2111 -3.15839569 -3.09181.7906 -2.0856 -4.2111 -3.15839269 -3.09181.9906 -1.9483 -4.1657 -3.06751582 -3.95152.1906 -1.7673 -4.0713 -2.93015592 -4.85392.3906 -1.5474 -3.9334 -2.75170331 -5.75802.5906 -1.2949 -3.7588 -2.53853624 -6.61822.7906 -1.0168 -3.5550 -2.29789508 -7.38722.9906 -0.7206 -3.3301 -2.03768623 -8.01843.1906 -0.4146 -3.0926 -1.76623582 -8.46923.3906 -0.1071 -2.8510 -1.49201045 -8.70303.5906 0.1937 -2.6138 -1.22332087 -8.69243.7906 0.4801 -2.3890 -0.96802359 -8.42093.8906 0.6156 -2.2835 -0.84765706 -8.18564.3604 1.1586 -1.8757 -0.37289131 -6.24014.4604 1.2507 -1.8114 -0.29483970 -5.6683

4.56039900 1.3335 -1.7558 -0.22577363 -5.05224.7800 1.4823 -1.6657 -0.10659098 -3.57664.7952 1.4909 -1.6611 -0.10001061 -3.46974.7957 1.4912 -1.6609 -0.09979780 -3.4662

5.260550 1.6508 -1.6201 -0.00012245 -0.12265.260560 1.6508 -1.6201 -0.00012231 -0.12255.260570 1.6508 -1.6201 -0.00012217 -0.12255.260580 1.6508 -1.6201 -0.00012203 -0.12245.260590 1.6508 -1.6201 -0.00012189 -0.12235.260600 1.6508 -1.6201 -0.00012175 -0.12235.260605 1.6508 -1.6201 -0.00012168 -0.1222

5.27810714 1.65313689 -1.62215148 0.00000000 0.00000000 6.758860955.3281 1.6584 -1.6293 -0.00097827 0.34485.3781 1.6617 -1.6382 -0.00386712 0.68235.4281 1.6632 -1.6490 -0.00859379 1.01115.4781 1.6628 -1.6615 -0.01508054 1.33025.5281 1.6608 -1.6757 -0.02324488 1.63825.5781 1.6571 -1.6914 -0.03299977 1.93415.6281 1.6519 -1.7086 -0.04425386 2.21655.6781 1.6452 -1.7272 -0.05691170 2.48445.7281 1.6373 -1.7470 -0.07087398 2.7367

0.0000 1.0000 2.0000 3.0000 4.0000 5.0000 6.0000 7.0000

-10.0000

-8.0000

-6.0000

-4.0000

-2.0000

0.0000

2.0000

4.0000

f(alfa)Column CColumn DColumn E

k2=0,6156 k2=0,00 k2=1,2 k1=1,217234 k1=0,9 k1=1,4theta F(theta2) F(theta2) F(theta2) F(theta1) F(theta1) F(theta1)

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.000000.20000 -0.52293 0.00133 -0.92767 0.24212 0.17867 0.278670.40000 -0.56825 0.01058 -1.01512 0.47631 0.34942 0.549420.60000 -0.57799 0.03536 -1.05151 0.69498 0.50464 0.804640.80000 -0.55643 0.08264 -1.04982 0.89114 0.63736 1.037361.00000 -0.50125 0.15853 -1.01062 1.05870 0.74147 1.241471.20000 -0.40923 0.26796 -0.93204 1.19272 0.81204 1.412041.40000 -0.27772 0.41455 -0.81217 1.28958 0.84545 1.545451.60000 -0.10517 0.60043 -0.64992 1.34715 0.83957 1.639571.80000 0.10858 0.82615 -0.44541 1.36487 0.79385 1.693852.00000 0.36225 1.09070 -0.20014 1.34376 0.70930 1.709302.20000 0.65306 1.39150 0.08296 1.28641 0.58850 1.688502.40000 0.97686 1.72454 0.39963 1.19682 0.43546 1.635462.60000 1.32822 2.08450 0.74435 1.08031 0.25550 1.555502.80000 1.70068 2.46501 1.11060 0.94324 0.05499 1.454993.00000 2.08698 2.85888 1.49105 0.79282 -0.15888 1.341123.20000 2.47933 3.25837 1.87788 0.63677 -0.37837 1.221633.40000 2.86972 3.65554 2.26304 0.48305 -0.59554 1.104463.60000 3.25025 4.04252 2.63860 0.33952 -0.80252 0.997483.80000 3.61345 4.41186 2.99705 0.21363 -0.99186 0.908144.00000 3.95252 4.75680 3.33159 0.11213 -1.15680 0.843204.20000 4.26167 5.07158 3.63639 0.04081 -1.29158 0.808424.49340 4.65176 5.46952 4.02042 0.00000 -1.42546 0.821244.69340 4.87036 5.69322 4.23508 0.01974 -1.46916 0.877544.89340 5.04928 5.87706 4.41021 0.07935 -1.47300 0.973705.09340 5.18916 6.02169 4.54641 0.17817 -1.43763 1.109075.29340 5.29218 6.12931 4.64589 0.31400 -1.36525 1.281455.49340 5.36203 6.20360 4.71231 0.48315 -1.25954 1.487165.69340 5.40370 6.24958 4.75065 0.68062 -1.12552 1.721185.89340 5.42332 6.27339 4.76705 0.90025 -0.96933 1.977376.09340 5.42792 6.28205 4.76851 1.13504 -0.79799 2.248716.29340 5.42511 6.28319 4.76264 1.37735 -0.61913 2.527576.49340 5.42281 6.28473 4.75738 1.61925 -0.44067 2.80603

0.00000 2.00000 4.00000 6.00000 8.00000

-2.00000

-1.00000

0.00000

1.00000

2.00000

3.00000

4.00000

5.00000

6.00000

7.00000

Column BColumn CColumn EColumn FColumn GColumn D

RED EXTERIOR ALCANTARILLADO A.S. LOTEO T3Parámetros de Diseño VERIFICACIÓN HIDRAULICA CAÑERIA T3 : CAPACIDAD Y AUTOLAVADO

- COEF. DE RUGOSIDAD n : 0.013 - TENSION TRACTRIZ ( kg/m2 ) : 0.150 - DENSIDAD P/VIVIENDA (hab/viv) : 4.00

8.80 - Factor de recuperación medio : 0.80 - Dotación media global ( l/h/dia ) : 250

TRAMO

Nº V

IVIE

ND

AS

POB

LAC

ION

Caudal A.S. Global Qautolavado Capacidad h/D Veloc. Altura Altura TIPO VERIFICACION

Qmedio Coef. Q max. Normal Crítica DE DE

CI Inicial CI Final D ( mm ) i L ( m ) PTO. INY.

Acum. máx. acum. REGIMENV Hn Hc AUTOLAVADO

(l/s) (l/s) (l/s) (l/s) (m/s) (m) (m) (m/s)CAÑERIA T3

CI T3 - 1 CI T3 - 2 192 0.0510 44.8 CI T3 - 1 2 8 0.02 Boston Society 0.76 0.76 66 0.08 0.77 0.0144 0.0229 TORRENTE 0.36 0.01154 con autolavadoCI T3 - 2 CI T3 - 3 192 0.0340 29.6 CI T3 - 2 5 20 0.05 Boston Society 1.60 1.60 54 0.12 0.83 0.0226 0.0334 TORRENTE 0.38 0.00751 con autolavadoCI T3 - 3 CI T3 - 4 192 0.0180 44.7 CI T3 - 3 64 256 0.59 Qinterpolado 4.59 4.59 39 0.23 0.91 0.0442 0.0571 TORRENTE 0.42 0.00418 con autolavadoCI T3 - 4 CI T3 - 5 192 0.0180 36.5 CI T3 - 4 68 272 0.63 Qinterpolado 4.69 4.69 39 0.23 0.92 0.0447 0.0521 TORRENTE 0.42 0.00414 con autolavadoCI T3 - 5 CI T3 - 6 192 0.0180 47.0 CI T3 - 5 71 284 0.66 Qinterpolado 4.75 4.75 39 0.23 0.92 0.0450 0.0562 TORRENTE 0.42 0.00411 con autolavadoCI T3 - 6 CI T3 - 7 192 0.0180 73.0 CI T3 - 6 125 500 1.16 Qinterpolado 5.97 5.97 39 0.26 0.98 0.0505 0.0655 TORRENTE 0.42 0.00365 con autolavadoCI T3 - 7 CI Nº 10 ( EXIST. ) 192 0.0410 11.0 CI T3 - 7 130 520 1.20 Qinterpolado 6.09 6.09 60 0.22 1.32 0.0415 0.0661 TORRENTE 0.37 0.00362 con autolavado

- Q1000 ( l/s ) :

CRITERIO T.T. =0,150

(kg/m2)

Vmín. a.l.

Pendiente autolav. Mínima