Planilla de Alcantarilla

PLANILLA PARA DISENO DE ALCANTARILLAS

PROYECTO: CALCULO FECHA:REVISO FECHA: A

Progresiva: 1 0.96 0.384

Cota Rasante De La Carretera = 2 0.67 0.268

Cota Rasante Entrada de la Alcantarilla = 3 0.75 0.3

Frecuencia de Diseño = 4 0.61 0.244

Gasto de Diseño Q =

Profundidad del Agua a la Salida = Hs =

Carga Permisible a la Entrada HEP =

Longitud de la Alcantarilla L =

Pendiente de la Alcantarilla So =

Velocidad Permisible a la Salida =

CALCULOS DE LA CARGA EN LA ENTRADA (HE)

ObservacionesControl a la entrada Control a la salida (HE = H + ho - L * So)

HE/D HE (m) CE H (m) dc (m) HS (m) ho (m) He (m)

Conclusiones y Recomendaciones:

ALCANTARILLA Tipo de Material, Descripcion de la Entrada, etc.

Q (m3/seg)

Diametro (m)

HEP ENT (m)

Vel

ocid

ad d

e S

alid

a

m /

seg.

HE (Max) (m)(dc+D)

2L * So

(m)

So = %


DH DL S3.7 39.75 0.09308176

5 22.41 0.223114685 58 0.0862069

1.59 21.78 0.07300275#DIV/0!#DIV/0!

5 20.73 0.241196332.992 89.38 0.03347505

#DIV/0!#DIV/0!

5 36.05 0.1386962610.69 16.65 0.64204204

#DIV/0!3.59 14.68 0.24455041

5 19.49 0.256541825 20.69 0.241662645 16.38 0.305250315 20.39 0.245218245 19.27 0.25947068

20.69 63.62 0.3252122


1.2*FI BL 0.6

0.699231 27.5287794 30 0.83907719 0.847

0.58414741 22.9979296 24 0.70097689 0.867

0.61803872 24.3322332 27 0.74164647 19.266

0.55737819 21.9440233 24 0.66885383 15.763


T0.828917550.380795231.142064130.572734792.92451171

0.348019322.293358792.64137811

0.659411850.201656230.861068080.265394450.324088660.347243820.265132950.341435010.319867080.735558992.59872096

PROYECTO:

Progresiva:

Cota Rasante De La Carretera =

Cota Rasante Entrada de la Alcantarilla =

Frecuencia de Diseño =








Control a la salida (HE = H + ho - L * So)

HE/D HE (m) CE



Q (m3/seg)

Diametro (m)

HEP ENT (m)

Control a la entrada

PROYECTO: CALCULO FECHA:REVISO FECHA:


ObservacionesControl a la salida (HE = H + ho - L * So)

H (m) dc (m) HS (m) ho (m) He (m)


Vel

ocid

ad d

e S

alid

a

m /

seg.

HE (Max) (m)(dc+D)

2L * So

(m)

So = %

A

1 0.96 0.384 0.699231 27.5287794

2 0.67 0.268 0.58414741 22.9979296

3 0.75 0.3 0.61803872 24.3322332

4 0.61 0.244 0.55737819 21.9440233

DH DL S T3.7 39.75 0.09308176 0.82891755

5 22.41 0.22311468 0.380795235 58 0.0862069 1.14206413

1.59 21.78 0.07300275 0.57273479#DIV/0! 2.92451171#DIV/0!

5 20.73 0.24119633 0.348019322.992 89.38 0.03347505 2.29335879

#DIV/0! 2.64137811#DIV/0!

5 36.05 0.13869626 0.6594118510.69 16.65 0.64204204 0.20165623

#DIV/0! 0.861068083.59 14.68 0.24455041 0.26539445

5 19.49 0.25654182 0.324088665 20.69 0.24166264 0.347243825 16.38 0.30525031 0.265132955 20.39 0.24521824 0.341435015 19.27 0.25947068 0.31986708

20.69 63.62 0.3252122 0.735558992.59872096

1.2*FI BL 0.6

30 0.83907719 0.847

24 0.70097689 0.867

27 0.74164647 19.266

24 0.66885383 15.763

PROYECTO:

Progresiva:












HE/D HE (m) CE



Q (m3/seg)

Diametro (m)

HEP ENT (m)







Vel

ocid

ad d

e S

alid

a

m /

seg.

HE (Max) (m)(dc+D)

2L * So

(m)

So = %

A

1 0.96 0.384 0.699231 27.5287794

2 0.67 0.268 0.58414741 22.9979296

3 0.75 0.3 0.61803872 24.3322332

4 0.61 0.244 0.55737819 21.9440233

DH DL S T3.7 39.75 0.09308176 0.82891755

5 22.41 0.22311468 0.380795235 58 0.0862069 1.14206413

1.59 21.78 0.07300275 0.57273479#DIV/0! 2.92451171#DIV/0!

5 20.73 0.24119633 0.348019322.992 89.38 0.03347505 2.29335879

#DIV/0! 2.64137811#DIV/0!

5 36.05 0.13869626 0.6594118510.69 16.65 0.64204204 0.20165623

#DIV/0! 0.861068083.59 14.68 0.24455041 0.26539445

5 19.49 0.25654182 0.324088665 20.69 0.24166264 0.347243825 16.38 0.30525031 0.265132955 20.39 0.24521824 0.341435015 19.27 0.25947068 0.31986708

20.69 63.62 0.3252122 0.735558992.59872096

1.2*FI BL 0.6

30 0.83907719 0.847

24 0.70097689 0.867

27 0.74164647 19.266

24 0.66885383 15.763

PROYECTO:

Progresiva:












HE/D HE (m) CE



Q (m3/seg)

Diametro (m)

HEP ENT (m)







Vel

ocid

ad d

e S

alid

a

m /

seg.

HE (Max) (m)(dc+D)

2L * So

(m)

So = %

A

1 0.96 0.384 0.699231 27.5287794

2 0.67 0.268 0.58414741 22.9979296

3 0.75 0.3 0.61803872 24.3322332

4 0.61 0.244 0.55737819 21.9440233

DH DL S T3.7 39.75 0.09308176 0.82891755

5 22.41 0.22311468 0.380795235 58 0.0862069 1.14206413

1.59 21.78 0.07300275 0.57273479#DIV/0! 2.92451171#DIV/0!

5 20.73 0.24119633 0.348019322.992 89.38 0.03347505 2.29335879

#DIV/0! 2.64137811#DIV/0!

5 36.05 0.13869626 0.6594118510.69 16.65 0.64204204 0.20165623

#DIV/0! 0.861068083.59 14.68 0.24455041 0.26539445

5 19.49 0.25654182 0.324088665 20.69 0.24166264 0.347243825 16.38 0.30525031 0.265132955 20.39 0.24521824 0.341435015 19.27 0.25947068 0.31986708

20.69 63.62 0.3252122 0.735558992.59872096

1.2*FI BL 0.6

30 0.83907719 0.847

24 0.70097689 0.867

27 0.74164647 19.266

24 0.66885383 15.763

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Planilla de Alcantarilla