HOJA BORRADORDISEO HIDRAULICO POR TRAMOS DEL CANAL ENTUBADO PARAGUAY, EL VERDE, CUNDIN Y LA FILACANAL QUEBRADA EL TRIUNFONo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2636.760m20+051.26m2635.097m0.02160.009-3.25%51.2906"0.15240.00000004273.195694869Ok0.07832.2942.94330+187.07m2630.112m0.02160.009-3.67%135.906"0.1524-0.000000323.1235981152Ok0.07552.4003.15040+235.69m2626.074m0.02160.009-8.30%48.7906"0.15240.00000054012.7123664673Ok0.06003.2434.89450+503.74m2617.600m0.02160.009-3.16%268.1806"0.1524-0.00000023863.2133228229Ok0.07892.2682.89660+842.41m2612.401m0.02160.009-1.54%338.7106"0.1524-0.00000002933.7597205835Ok0.09941.7171.86371+060.66m2607.356m0.02160.009-2.31%218.3106"0.15240.00000077353.422102109Ok0.08692.0132.40981+148.67m2601.616m0.02160.009-6.52%88.206"0.15240.0000004762.8223311086Ok0.06412.9694.310458.0491+223.58m2600.645m0.02160.009-1.30%74.9206"0.1524-0.00000014713.9365400364Ok0.10571.6031.651-2.96%156.55101+526.98m2595.386m0.02160.009-1.73%303.4506"0.15240.00000056233.6523036331Ok0.09541.8002.013154.47111+976.85m2592.106m0.02160.009-0.73%449.8808"0.20320.00000007244.1859506904Ok0.10301.3101.4670.0209708738451.95447.3152.881821.190.625CANAL QUEBRADA EL TRIUNFONo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude22.7345.4610+000.00m2636.760m23.8147.6220+051.26m2635.097m0.02160.009-3.25%51.2906"0.15240.00000004273.195694869Ok0.07832.2942.94325.5451.0830+187.07m2630.112m0.02160.009-3.67%135.906"0.1524-0.000000323.1235981152Ok0.07552.4003.1500.046464646535.2870.5640+235.69m2626.074m0.02160.009-8.30%48.7906"0.15240.00000054012.7123664673Ok0.06003.2434.89437.7775.5450+503.74m2617.600m0.02160.009-3.16%268.1806"0.1524-0.00000023863.2133228229Ok0.07892.2682.89645.6691.3260+842.41m2612.401m0.02160.009-1.54%338.7106"0.1524-0.00000002933.7597205835Ok0.09941.7171.86348.6897.3671+060.66m2607.356m0.02160.009-2.31%218.3106"0.15240.00000077353.422102109Ok0.08692.0132.40955.19110.3881+148.67m2601.616m0.02160.009-6.52%88.206"0.15240.0000004762.8223311086Ok0.06412.9694.31055.94111.8891+223.58m2600.645m0.02160.009-1.30%74.9206"0.1524-0.00000014713.9365400364Ok0.10571.6031.651101+526.98m2595.386m0.02160.009-1.73%303.4506"0.15240.00000056233.6523036331Ok0.09541.8002.013111+976.85m2592.106m0.02160.009-0.73%449.8808"0.20320.00000007244.1859506904Ok0.10301.3101.467CANAL QUEBRADA LOS CUYES 1 Y 2No.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2591.087m20+110.00m2590.373m0.04550.009-0.65%110.0010"0.2540.00224343264.4190758862Tirante>Dimetro0.14621.5071.38830+190.00m2589.306m0.04550.009-1.33%80.0108"0.20320.00184243593.567452963Tirante>Dimetro0.13731.9521.78140+320.00m2584.000m0.04550.009-4.08%130.1108"0.20320.00105193932.8731704775Tirante>Dimetro0.09633.0073.51650+480.00m2576.500m0.04550.009-4.69%160.1808"0.20320.00098122952.8065225062Tirante>Dimetro0.09253.1673.79560+510.00m2576.000m0.04550.009-1.67%30.0008"0.20320.00164395583.3946775985Tirante>Dimetro0.12682.1392.07870+565.00m2566.374m0.04550.009-17.50%55.8408"0.20320.00050822352.2903823109Tirante>Dimetro0.06485.1147.53381+157.67m2563.115m0.04550.009-0.55%592.6810"0.2540.00259871054.5531779893Tirante>Dimetro0.15431.4121.2510.6333333333CANAL QUEBRADA MISHAHUILCA 3No.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2563.000m20+057.67m2562.829m0.04760.009-0.30%57.6710"0.2540.0050747424.3105699696Tirante>Dimetro0.20161.1040.769CANAL QUEBRADA MISHAHUILCA 2No.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2562.051m20+016.22m2562.000m0.0510.009-0.32%16.2210"0.2540.00534720394.348543014Tirante>Dimetro0.20961.1400.7560CANAL QUEBRADA MISHAHUILCA 1No.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2561.721m21+034.04m2560.111m0.0710.009-0.17%1034.0414"0.35560.01172467014.5884736895Tirante>Dimetro0.23701.0100.704CANAL QUEBRADA CATARATA CERRO NEGRONo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2559.778m20+272.89m2559.250m0.0760.009-0.19%272.8914"0.35560.01184277514.71Tirante>Dimetro0.23901.0700.741CANAL QUEBRADA CERRO NEGRO 3No.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2559.112m20+503.30m2558.169m0.0910.009-0.19%503.3014"0.35560.01510093744.71Tirante>Dimetro0.27661.0980.662CANAL QUEBRADA CERRO NEGRO 2No.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2558.000m20+527.68m2557.000m0.0970.009-0.19%527.6814"0.35560.01635217084.71Tirante>Dimetro0.29561.0990.610CANAL QUEBRADA CERRO NEGRO 1No.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2556.918m20+384.72m2556.129m0.1100.009-0.21%384.7216"0.40640.01757438174.71Tirante>Dimetro0.26621.2210.808CANAL DESVIO CORREGIDO GPSNo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2556.129m20+900.243m2554.000m0.1120.009-0.24%900.2416"0.40640.01644984854.71Tirante>Dimetro0.25741.2930.878CANAL TOMA REGULO PEREZNo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2554.000m21+935.00m2550.900m0.1120.009-0.16%1935.0016"0.40640.021069184.71Tirante>Dimetro0.29921.0940.653CANAL SECTOR PARAGUAYNo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude11+935.00m2550.900m24+034.17m2547.585m0.0520.009-0.16%99.1712"0.30480.00826287134.71Tirante>Dimetro0.22440.9030.623CANAL SECTOR PARAGUAYNo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2547.000m20+073.85m2546.718m0.0520.009-0.38%73.8510"0.2540.00455993214.71Tirante>Dimetro0.19601.2400.893CANAL SECTOR EL VERDENo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+073.85m2546.718m20+365.00m2545.608m0.0270.009-0.38%291.1508"0.20320.00139177584.71Tirante>Dimetro0.14881.0610.90130+756.19m2544.620m0.0270.009-0.25%10"0.2540.14220.92520.8683CANAL SECTOR CUNDINNo.ProgresivaElevationCaudal deDiseo (m3/s)Rugosidad(n)PendienteLongitudtuberaDimetro tuberaVariableqConvergenciaTiranteVelocidadNumeroPulgm(m)(m/s)de Froude10+000.00m2544.884m21+340.00m2542.307m0.0270.009-0.19%1340.0010"0.2540.15530.83180.733531+385.00m2540.000m0.0270.009-5.13%45.0606"0.15240.07792.87663.70041+420.00m2526.000m0.0270.009-40.00%37.7008"0.20320.04045.904711.226251+455.00m2524.000m0.0270.009-5.71%35.0606"0.15240.07552.99473.930961+515.00m2499.000m0.0270.009-41.67%65.0008"0.20320.04005.990611.450371+725.00m2455.000m0.0270.009-20.95%214.5606"0.15240.05274.82377.837981+800.00m2454.000m0.0270.009-1.33%75.0108"0.20320.09841.73391.999291+820.00m2450.000m0.0270.009-20.00%20.4006"0.15240.05344.74357.6542101+850.00m2449.000m0.0270.009-3.33%30.0206"0.15240.0892.43962.8696111+875.00m2440.000m0.0270.009-36.00%26.5706"0.15240.04585.86110.3044121+995.00m2439.000m0.0270.009-0.83%120.0008"0.20320.11341.45111.5258132+085.00m2428.893m0.0270.009-11.23%90.5706"0.15240.06233.84575.6726142+145.00m2428.000m0.0270.009-1.49%60.0108"0.20320.09531.80882.1286152+275.00m2378.000m0.0270.009-38.46%139.2808"0.20320.04085.823411.015162+370.00m2350.000m0.0270.009-29.47%99.0406"0.15240.04825.45469.3188172+580.00m2290.000m0.0270.009-28.57%218.4006"0.15240.04865.39429.1742182+635.00m2289.000m0.0270.009-1.82%55.0106"0.15240.11011.91261.8984192+660.00m2282.000m0.0270.009-28.00%25.9606"0.15240.04885.35529.0814202+760.00m2275.000m0.0270.009-7.00%100.2406"0.15240.07123.2314.401212+800.00m2257.000m0.0270.009-45.00%43.8608"0.20320.03926.155411.8833222+865.00m2256.000m0.0270.009-1.54%65.0108"0.20320.09441.83112.1675232+895.00m2249.000m0.0270.009-23.33%30.8106"0.15240.05125.01478.2796242+950.00m2247.000m0.0270.009-3.64%55.0406"0.15240.08662.52483.029253+000.00m2239.000m0.0270.009-16.00%50.6406"0.15240.05664.37526.8243263+050.00m2237.000m0.0270.009-4.00%50.0406"0.15240.0842.61783.2041273+090.00m2231.000m0.0270.009-15.00%40.4506"0.15240.05764.27386.6283+150.00m2230.000m0.0270.009-1.67%60.0108"0.20320.09221.88692.2654293+250.00m2206.000m0.0270.009-24.00%102.8406"0.15240.05085.06628.3996303+310.00m2203.000m0.0270.009-5.00%60.0706"0.15240.07852.8493.6467313+455.00m2201.000m0.0270.009-1.38%145.0108"0.20320.09741.75792.0406323+500.00m2196.000m0.0270.009-11.11%45.2806"0.15240.06253.83065.6405333+545.00m2195.000m0.0270.009-2.22%45.0106"0.15240.10212.07762.2027343+645.00m2178.000m0.0270.009-17.00%101.4306"0.15240.05574.47257.0413353+760.00m2177.000m0.0270.009-0.87%115.0008"0.20320.11181.47741.5689363+800.00m2160.000m0.0270.009-42.50%43.4608"0.20320.046.032411.56373+880.00m2159.000m0.0270.009-1.25%80.0108"0.20320.10021.69411.9313383+940.00m2142.000m0.0270.009-28.33%62.3606"0.15240.04875.37789.1353393+975.00m2141.612m0.0270.009-1.11%35.0008"0.20320.10381.62031.8063404+025.00m2127.000m0.0270.009-29.22%52.0906"0.15240.04835.4389.2789414+165.00m2126.000m0.0270.009-0.71%140.0008"0.20320.11911.36631.3884424+180.00m2123.000m0.0270.009-20.00%15.3006"0.15240.05344.74357.6542434+210.00m2122.367m0.0270.009-2.11%30.0106"0.15240.10412.03482.1242444+275.00m2113.000m0.0270.009-14.41%65.6706"0.15240.05824.2126.4638454+310.00m2103.050m0.0270.009-28.43%36.3906"0.15240.04865.38479.1515ObservacinSe ha controlado que la velocidad no pase de 6 m/s ha excepcin de un tramoAsimismo, se ha controlado que el tirante de agua no sobre pase los 3/4 del dimetroEn cada cambio de dmetro deber considerarse una poza de cambio de direccin al igual que las curvas en planta

TRAMO IIProyecto : "MEJORAMIENTO Y APLIACION DEL CANAL QUEBADA HONDA,EN QUEROCOTO, CHOTA, CAJAMARCA"Q:Caudal o Gasto en m3/sy:Tirante Normal (m)R:Radio Hidrulico (m)0.02567006040.1810.06887089370.2121S:Pendiente en m/mA:Area Hidrulica (m2)V:Velocidad Hidrulica (m/s)0.0256634774Y10.0688875954Y1b:Ancho de Solera en (m)T:Espejo de Agua (m)E:Energa Especfica (m-kg/kg)0.03380934780.21400.08608861710.2435Z:Talud (m)F:Nmero de FroudeTf:Tipo de Flujo0.03380Y20.0860603422Y2n:Rugosidad (n)P:Perimetro Hidrulico (m)bl:Borde Libre (m)0.04695742750.26140.12709810380.31000.0469597171Y30.1270877995Y3CANAL DE DERIVACION POR TRAMOS, PARA LOS SECTORES PARAGUAY, VERDE, CUNDIN Y LA FILATramo ConsideradoSubtramos (mts)Longitud en planta (mts)Elevation (msnm)Desnivel en (mts)DATOS OBTENIDOS DE CAMPOLongitud Real del CanalCANALRESULTADOS HIDRAULICOSProgresiva inicioProgresiva finalCota InicioCota FinalQnZSbblAltura de MuroYPARTVFTfQda 01 - Qda 020000.00+ m1200.00+ m1200.00 m2637.10 m2634.70 m2.40 m0.0820.0140.500.20%1200.000.500.060.300.190.9250.190.2050.690.4320.263SUBCRTICOQda 02 - Qda 031200.00+ m2700.00+ m1500.00 m2634.70 m2631.70 m3.00 m0.1080.0140.500.20%1500.000.500.070.300.220.9920.220.2220.720.4910.284SUBCRTICOQda 03 - Qda 042700.00+ m3700.00+ m1000.00 m2631.70 m2629.70 m2.00 m0.1500.0140.500.20%1000.000.500.090.400.271.1040.270.2450.770.5560.300SUBCRTICOQda 04 - Qda 053700.00+ m4200.00+ m500.00 m2629.70 m2628.70 m1.00 m0.2200.0140.500.20%500.001.000.070.300.221.4920.330.2211.220.6670.409SUBCRTICOQda 05 - Qda 064200.00+ m4700.00+ m500.00 m2628.70 m2627.70 m1.00 m0.2750.0140.500.20%500.001.000.080.400.251.5590.3750.2411.250.7330.427SUBCRTICOQda 06 - Qda 074700.00+ m5200.00+ m500.00 m2627.70 m2626.70 m1.00 m0.4060.0140.500.20%500.001.000.10.500.311.6930.4650.2751.310.8730.468SUBCRTICOQda 07 - Qda 085200.00+ m5700.00+ m500.00 m2626.70 m2625.70 m1.00 m0.4800.0140.500.20%500.001.000.110.500.361.8050.540.2991.360.8890.450SUBCRTICOQda 08 - Qda 095700.00+ m6200.00+ m500.00 m2625.70 m2624.70 m1.00 m0.5000.0140.500.20%500.001.000.110.500.361.8050.540.2991.360.9260.469SUBCRTICOQda 09 - T. P6200.00+ m6700.00+ m500.00 m2624.70 m2623.70 m1.00 m0.3300.0140.500.20%500.001.000.110.500.361.8050.540.2991.360.6110.310SUBCRTICOT. P. - T.V6700.00+ m7200.00+ m500.00 m2623.70 m2622.70 m1.00 m0.2350.0140.500.20%500.001.000.110.500.361.8050.540.2991.360.4350.221SUBCRTICOT. C. - T.F0.135T. V. - T.CSIMBOLODETALLECRCamara de Reunin0.5CCCamara de CargaCRPCamara Rompe presionCICamara de InspeccinPAPase Areo

MBD004A1BF2.unknown

MBD0052357E.unknown