abastecimiento - red - alcantarillado

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DATOS Q: 2 LPS CAUDAL DE DISEÑO PRACTICA CALIFICADA DE ABASTECIMIENTO DE AGUA Y ALCANTARILLADO L: 2185.2 m LONGITUD TOTAL DE LAS REDES COLECTORAS ALUMNO: MORALES ESPINOZA ALEXE IMORIS CODIGO: 1410100488 q: 0.0009 l/s/m CAUDAL UNITARIO DE DESAGUE COLECTOR TRAMO CALLE LONGITUD DEL TRAMO TRAMO CONTRIBUYENTE GASTO (L/S) DESNIVEL PENDIENTE (%) DIAMETRO (PULG) VELOCIDAD REAL (m/S) TIRANTE REAL (m) VELOCIDAD CRITICA (m/S) PENDIENTE MIN % TENSION TRACTIVA (Pa) radio Hidraúlico AG. ARRIBA AG. ABAJO DESCRIPCION AG. TRAMO AG. ABAJO AG. ARRIBA AG. ABAJO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 16.96 0 0 0 0.016 0.016 1.5 2508.60 2507.16 1.2 1.2 2507.40 2505.96 1.44 8.49 6 46.30 2.538 0.032 0.31 0.787 0.10 0.015 1.85 1.0530 8.06 0.009680 2 3 34.45 1 - 2 0.016 0 0.032 0.047 1.5 2507.16 2505.74 1.2 1.2 2505.96 2504.54 1.42 4.12 6 32.26 1.768 0.047 0.41 0.725 0.13 0.020 2.09 0.8224 5.01 0.012395 3 4 34.45 2-3 0.047 0.032 0.079 1.5 2505.74 2506.53 1.2 2.4 2504.54 2504.13 0.41 1.19 6 17.33 0.950 0.087 0.55 0.523 0.18 0.027 2.43 0.6097 1.95 0.016719 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 0.000 0.000 1.5 COTA DEL TERRENO (M.S.N.M) LIMITE MIN. DE PROFUN. DEL COTA DE SOLERA DEL COLECTOR M.S.N.M CAUDAL A SECCION LLENA (L/S) VELOCIDAD A SECCION LLENA (m/S) RELACION Q/Q 0 RELACION V/V 0 RELACION Y/D 0 CONTRIB UCION PRIMARI A CONTRIB UCION PUNTO AG. ABAJO ASUMIDO A. ABAJO AG. ARRIBA AG. ARRIBA AG. ABAJO

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es un trabajo de sistema de alcantarillado

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Hoja1DATOSQ:2LPSCAUDAL DE DISEOPRACTICA CALIFICADA DE ABASTECIMIENTO DE AGUA Y ALCANTARILLADOL:2185.22mLONGITUD TOTAL DE LAS REDES COLECTORASALUMNO:MORALES ESPINOZA ALEXE IMORISCODIGO:1410100488q:0.0009152397l/s/mCAUDAL UNITARIO DE DESAGUECOLECTORTRAMOCALLELONGITUD DEL TRAMOTRAMO CONTRIBUYENTEGASTO (L/S)COTA DEL TERRENO(M.S.N.M)LIMITE MIN.DE PROFUN.DELCOTA DE SOLERA DEL COLECTORM.S.N.MDESNIVELPENDIENTE (%)DIAMETRO (PULG)CAUDAL A SECCION LLENA (L/S)VELOCIDAD A SECCION LLENA (m/S)RELACION Q/Q0RELACION V/V0VELOCIDAD REAL (m/S)RELACION Y/D0TIRANTE REAL (m)VELOCIDAD CRITICA (m/S)PENDIENTE MIN %TENSION TRACTIVA (Pa)radio HidralicoAG. ARRIBAAG. ABAJODESCRIPCIONCONTRIBUCIONPRIMARIACONTRIBUCIONPUNTOAG. TRAMOAG.ABAJOASUMIDO A. ABAJOAG. ARRIBAAG. ABAJOAG. ARRIBAAG. ABAJOAG. ARRIBAAG. ABAJO123456789101112131415161718192021222324252627282930311216.960000.0160.0161.52508.602507.161.21.22507.402505.961.448.49646.302.5380.0320.310.7870.100.0151.851.05308.060.0096802334.451 - 20.01600.0320.0471.52507.162505.741.21.22505.962504.541.424.12632.261.7680.0470.410.7250.130.0202.090.82245.010.0123953434.452-30.0470.0320.0791.52505.742506.531.22.42504.542504.130.411.19617.330.9500.0870.550.5230.180.0272.430.60971.950.0167190.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.50.0000.0001.5

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