dimens. hidrául. pentaguazú - v, adicionales

Datos Hidrul.tramos-Cruce C-1

CAUCE N 1 - Canal N 1, Pentaguaz - V CAUDAL - N 1-1

Dastos inicialesUnidadCantidadArea drenajehas.1951.03Long. Cuencam.8814.38Elevacin inicialm.-Elevacin finalm.-

Dastos de diseoFrecuenciaaos20.00Coefic., de escorrentas-0.250Pendiente cuencam./m.0.0017

Resultados de diseoTiempo concentracinmin.605.00Intensidad de la lluviacm./hr.3.76Caudal tramo anteriorm3./seg.0.00Caudal Tramo - 1-1m3./seg.50.92

Caudal Totalm3./seg.50.92











REVISIN ALCANT. PILAT

CAUDALES DISEO DE ALCANTARILLAS TIPO CAJO PROYECTO PILAT

PREDISEOREVISINRotondaAlcantarillasCaudal (m3./seg.)dimensiones(m.)REVISINCapacidad de caudal (m3./seg.)

171925.272C X (3.00 X 1.50)3C X (2.50 X 1.50)24.6917216.971C X (3.00 X 1.50)1C X (2.50 X 1.50)8.23172032.243C X (2.50 X 1.50)4C X (2.50 X 1.50)32.921826, 3035.713C X (2.50 X 1.50)4C X (2.70 X 1.50)35.522032, 3337.463C X (2.50 X 1.50)4C X (3.00 X 1.50)39.482135, 3639.43C X (2.50 X 1.50)4C X (3.00 X 1.50)39.48Camino a Candelaria39.43C X (2.50 X 1.50)4C X (3.00 X 1.50)39.48

CAUDALES DISEO DE ALCANTARILLAS TIPO CAJO PROYECTO PILAT

PREDISEOREVISINRotondaAlcantarillasCaudal (m3./seg.)dimensiones(m.)REVISINCapacidad de caudal (m3./seg.)

Camino a Candelaria39.43C X (2.50 X 1.50)4C X (3.00 X 1.50)39.48

CAUDALES - TRAMOS

CAUDALES DE DISEOS Y ALTERNATIVAS - DRENAJE PENTAGUAZ - V (Adicional)

DISEOALTERNATIVA -1

TRAMOSALCANTARILLA - DRENAJECAUDALES (m3./seg.)ALCANTARILLAAncho Alcantarilla (m.)Capacidad Caudal (m3./seg.)

CANAL N 1T-(1-1)Cauce N1,50.984C X (3.00 X 2.50)13.2552.68Aporte Canal Pentag. - V, (sector Este).28.04---Total drenaje salida - tramo 179.026C X (3.00 X 2.50)19.7579.02

T-(1-2)Cauce N2,28.304C X (2.00 X 2.00)8.9028.08Total drenaje - tramo 351.35---Total drenaje salida - tramo 279.656C X (3.00 X 2.50)19.7579.02

T-(1-3)Cauce N3,11.872C X (2.00 X 2.00)4.5414.04Aporte Canal PILAT (sector Oeste).39.48---Retrono Avenida A-839.483C X (3.00 X 2.50)10.0039.51Total drenaje - tramo 351.35---563.5245

DISE. CANALTRAPEZ.-alt. N 3

DISEO DE CANAL N 1 - SECCIN TIPICA TRAPESOIDAL

TRAMOSPROGRESIVASDIMENCIONES CANAL (m.)DATOS Y RESULTADOS DISEO CANAL TRAPESOIDAL (0/00, / m./ m2./ m3./ seg.)DEATALUD (V:H)BASE SOLERA (b)ALTURAS (h)ANCHO TALUD (B1)BOCA (B2)DETALLESCOEFICIENTE RUGOSIDAD (n)PENDIENTE (0/00)TIRANTE HIDRULICA YH(m.)REA HIDRUL. AH (m2.)PERIMETRO HIDRULICO. PM (m.)RADIO HIDRULICO (m.)VELOCIDAD (m./seg.)CAUDAL (m3./seg.)

1-104501215.002.004.0023.000.0250.00102.0058.0023.942.422.28132.241-24501050.00+11.54.001.502.258.500.0250.00251.348.978.841.012.0118.06

VERIF.CAPAC.ALC.CAJN HoAo.

Verificacin Alcant. Cajon 2Cx2.00m.x2.0m.

n =0.013b (m.)=2.00h (m.)=2.00Y (m.)=1.80A(m2.) =3.60000P(m.) =7.20000R(m.) =0.50000S =0.002

Q =(1/n) A R(2/3) S(1/2)Q =7.8

L1 =1800.00mm.L2=2000.00mm.L1/L2 =0.90%

Q/Qlleno =0.9

Q =7.02m3./seg.2Q =14.04m3./seg.

Ancho (m.)4.72


n =0.013b (m.)=2.00h (m.)=2.00Y (m.)=1.80A(m2.) =3.60000P(m.) =7.20000R(m.) =0.50000S =0.002

Q =(1/n) A R(2/3) S(1/2)Q =7.8

L1 =1800.00mm.L2=2000.00mm.L1/L2 =0.90%

Q/Qlleno =0.9

Q =7.02m3./seg.4Q =28.08m3./seg.

Ancho (m.)4.72


n =0.013b (m.)=3.00h (m.)=2.50Y (m.)=2.25A(m2.) =6.75000P(m.) =13.50000R(m.) =0.50000S =0.002

Q =(1/n) A R(2/3) S(1/2)Q =14.63

L1 =2250.00mm.L2=2500.00mm.L1/L2 =0.90%

Q/Qlleno =0.9

Q =13.17m3./seg.4Q =52.68m3./seg.

Ancho (m.)7.08


n =0.013b (m.)=3.00h (m.)=2.50Y (m.)=2.25A(m2.) =6.75000P(m.) =13.50000R(m.) =0.50000S =0.002

Q =(1/n) A R(2/3) S(1/2)Q =14.63

L1 =2250.00mm.L2=2500.00mm.L1/L2 =0.90%

Q/Qlleno =0.9

Q =13.17m3./seg.3Q =39.51m3./seg.

Ancho (m.)7.08

dimens. hidrául. pentaguazú - v, adicionales

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