caudales cierre mina sipan

DATOS GENERALESINFORMACION METEOROLOGICAPRECIPITACIN MXIMA EN 24 HORASESTACION :LLAPADpto: CajamarcaLATITUD: 06 59'AOMXIMACUENCA :JEQUETEPEQUEProv: San MiguelLONGITUD: 78 49'197928Dist: LlapaALTITUD: 2798m.s.n.m.198028.8198139.3CUADRO N I DATOS GENERALES198230.5198329.8Precip. Mxima en 24 horas198427.6AOMAXIMA198519.8197928198627.4198028.8198724.3198139.3198818.2198230.5198930198329.8199024.7198427.6199129.7198519.8199217.7198627.4199322.5198724.3199428.5198818.2199520.6198930199635.1199024.7199727.6199129.7199831.7199217.7199938.8199322.5200036.1199428.5200128.2199520.6200222.3199635.1200320.8199727.6200428.1199831.7200520.2199938.8200620.6200036.1200725.4200128.2200827200222.3200921.9200320.8201036.4200428.1201127.7200520.2201227.9200620.6201335.3200725.4200827200921.9201036.4201127.7201227.9201335.3CUADRO N IILLUVIAS MAXIMAS (mm): ESTACION LLAPAAOP.Mx.24h.DURACION EN MINUTOS5101530601201979286.808.088.9510.6412.6515.04198028.86.998.319.2010.9413.0115.47198139.39.5411.3412.5614.9317.7621.12198230.57.408.809.7411.5913.7816.39198329.87.238.609.5211.3213.4616.01198427.66.707.978.8210.4912.4714.83198519.84.815.726.337.528.9510.64198627.46.657.918.7510.4112.3814.72198724.35.907.017.769.2310.9813.06198818.24.425.255.816.918.229.781989307.288.669.5811.4013.5516.12199024.76.007.137.899.3811.1613.27199129.77.218.579.4911.2813.4215.96199217.74.305.115.656.728.009.51199322.55.466.507.198.5510.1712.09199428.56.928.239.1010.8312.8815.31199520.65.005.956.587.839.3111.07199635.18.5210.1311.2113.3415.8618.86199727.66.707.978.8210.4912.4714.83199831.77.709.1510.1312.0414.3217.03199938.89.4211.2012.4014.7417.5320.85200036.18.7610.4211.5313.7216.3119.40200128.26.858.149.0110.7112.7415.15200222.35.416.447.128.4710.0811.98200320.85.056.006.657.909.4011.18200428.16.828.118.9810.6812.7015.10200520.24.905.836.457.679.1310.85200620.65.005.956.587.839.3111.07200725.46.177.338.119.6511.4813.652008276.557.798.6310.2612.2014.51200921.95.326.327.008.329.8911.77201036.48.8410.5111.6313.8316.4519.56201127.76.728.008.8510.5212.5114.88201227.96.778.058.9110.6012.6114.99201335.38.5710.1911.2813.4115.9518.97CUADRO N IIIINTENSIDADES MAXIMAS (mm/h): ESTACION LLAPAAOP.Mx.24h.DURACION EN MINUTOS51015306012019792881.5648.5035.7821.2812.657.52198028.883.8949.8836.8021.8813.017.74198139.3114.4868.0750.2229.8617.7610.56198230.588.8452.8338.9823.1713.788.19198329.886.8151.6238.0822.6413.468.01198427.680.4047.8035.2720.9712.477.41198519.857.6834.2925.3015.048.955.32198627.479.8147.4635.0120.8212.387.36198724.370.7842.0931.0518.4610.986.53198818.253.0231.5223.2613.838.224.8919893087.3951.9638.3422.8013.558.06199024.771.9542.7831.5618.7711.166.64199129.786.5151.4437.9522.5713.427.98199217.751.5630.6622.6213.458.004.75199322.565.5438.9728.7517.1010.176.04199428.583.0249.3636.4221.6612.887.66199520.660.0135.6826.3215.659.315.53199635.1102.2460.7944.8526.6715.869.43199727.680.4047.8035.2720.9712.477.41199831.792.3454.9140.5124.0914.328.52199938.8113.0267.2049.5829.4817.5310.42200036.1105.1662.5346.1327.4316.319.70200128.282.1548.8436.0421.4312.747.58200222.364.9638.6228.5016.9410.085.99200320.860.5936.0326.5815.809.405.59200428.181.8548.6735.9121.3512.707.55200520.258.8434.9925.8115.359.135.43200620.660.0135.6826.3215.659.315.53200725.473.9943.9932.4619.3011.486.8220082778.6546.7734.5020.5212.207.25200921.963.7937.9327.9916.649.895.88201036.4106.0363.0546.5227.6616.459.78201127.780.6947.9835.4021.0512.517.44201227.981.2748.3235.6521.2012.617.50201335.3102.8361.1445.1126.8215.959.48

Canal Corona.Tajo Ojos CALCULO DE CAUDALES MAXIMOS DE DISEO (m3/s)PROYECTO : Canal de Coronacin del Tajo OjosAltitud media3393.00m.s.n.m.Altitud Llapa2798.00m.s.n.m.CUADRO N 011.2126518942INTENSIDADES MAXIMAS (mm/h)NmeroDURACION EN MINUTOS510153060120198.9158.8143.3925.8015.349.122101.7360.4944.6326.5415.789.383138.8282.5460.9036.2121.5312.804107.7464.0647.2628.1016.719.945105.2762.5946.1827.4616.339.71697.4957.9742.7725.4315.128.99769.9441.5930.6818.2410.856.45896.7957.5542.4625.2515.018.93985.8451.0437.6622.3913.317.921064.2938.2328.2016.779.975.9311105.9763.0146.4927.6416.449.771287.2551.8838.2822.7613.538.0513104.9162.3846.0227.3716.279.681462.5237.1827.4316.319.705.771579.4847.2634.8720.7312.337.3316100.6759.8644.1626.2615.619.281772.7743.2731.9218.9811.296.7118123.9973.7254.3932.3419.2311.431997.4957.9742.7725.4315.128.9920111.9866.5849.1229.2117.3710.3321137.0681.4960.1335.7521.2612.6422127.5275.8255.9433.2619.7811.762399.6159.2343.7025.9815.459.192478.7746.8434.5620.5512.227.262573.4743.6932.2319.1711.406.782699.2659.0243.5425.8915.409.152771.3542.4331.3018.6111.076.582872.7743.2731.9218.9811.296.712989.7253.3539.3623.4013.928.273095.3756.7141.8424.8814.798.80Media95.2956.6641.8024.8614.788.79Desv. Stan20.1912.008.865.273.131.86Alfa()0.0635260.1068370.1448070.2435360.4095770.688823Beta()86.20733751.25919037.81841222.48696213.3708287.950342Int. Mx(mm/h)169.57100.8374.3944.2326.3015.64200156.21144.0269594591TABLA N 01ItemArea(m2)Long.S(m/m)Tc(min.)TiempoI mx.DiseoCoef.QdiseoRecorri.(m)Retorno(aos)(mm/h)Escorrentia(m3/s)Can.Cor Taj Ojos7318.00312.000.1200011.04200144.030.200.06

Canal Corona.Tajo Ojos

Duracin (min.)Intensidades Mximas (mm/h)GRAFICO N 01 (IDF)Intensidades Mximas

Canal Interm. Tajo OjosCALCULO DE CAUDALES MAXIMOS DE DISEO (m3/s)PROYECTO : SISTEMA INTEGRAL DE CANALES Y CUNETASOBRA: Canal Intermedio del Tajo OjosAltitud media3345.00m.s.n.m.Altitud Llapa2798.00m.s.n.m.CUADRO N 021.1954967834INTENSIDADES MAXIMAS (mm/h)NmeroDURACION EN MINUTOS510153060120197.5157.9842.7825.4315.128.992100.2959.6444.0026.1615.569.253136.8681.3860.0435.7021.2312.624106.2163.1646.6027.7116.479.805103.7861.7145.5327.0716.109.57696.1157.1542.1625.0714.918.86768.9541.0030.2517.9910.696.36895.4256.7441.8624.8914.808.80984.6250.3237.1222.0713.137.801063.3837.6927.8016.539.835.8511104.4762.1245.8327.2516.209.631286.0251.1537.7322.4413.347.9313103.4361.5045.3726.9816.049.541461.6436.6527.0416.089.565.681578.3546.5934.3720.4412.157.231699.2559.0143.5425.8915.399.151771.7442.6631.4718.7111.136.6218122.2372.6853.6231.8818.9611.271996.1157.1542.1625.0714.918.8620110.3965.6448.4328.8017.1210.1821135.1280.3459.2835.2520.9612.4622125.7274.7555.1532.7919.5011.592398.2058.3943.0825.6215.239.062477.6646.1834.0720.2612.047.162572.4343.0731.7818.8911.236.682697.8658.1942.9325.5315.189.022770.3441.8330.8618.3510.916.492871.7442.6631.4718.7111.136.622988.4552.5938.8023.0713.728.163094.0355.9141.2524.5314.588.67Media93.9455.8641.2124.5114.578.66Desv. Stan19.9011.838.735.193.091.84Alfa()0.0644370.1083700.1468850.2470300.4154540.698708Beta()84.98778250.53403737.28340422.16884413.1816747.837870Int. Mx(mm/h)167.1799.4073.3443.6125.9315.42TR20082.59=YTABLA N 02ItemArea(m2)Long.S(m/m)Tc(min.)TiempoI mx.DiseoCoef.QdiseoRecorri.(m)Retorno(aos)(mm/h)Escorrentia(m3/s)Can Int.Tajo Ojos89215.00843.000.1500022.7420082.590.180.37

Canal Interm. Tajo Ojos

Duracin (min.)Intensidades Mximas (mm/h)GRAFICO N 02 (IDF)Intensidades Mximas

Canal Base Tajo OjosCALCULO DE CAUDALES MAXIMOS DE DISEO (m3/s)PROYECTO : SISTEMA INTEGRAL DE CANALES Y CUNETASOBRA: Canal Base del Tajo OjosAltitud media3295.00m.s.n.m.Altitud Llapa2798.00m.s.n.m.CUADRO N 031.1776268763INTENSIDADES MAXIMAS (mm/h)NmeroDURACION EN MINUTOS510153060120196.0557.1142.1425.0514.908.86298.7958.7443.3425.7715.329.113134.8180.1659.1435.1720.9112.434104.6362.2145.9027.2916.239.655102.2260.7844.8526.6715.869.43694.6856.3041.5324.7014.688.73767.9240.3929.8017.7210.536.26893.9955.8941.2324.5214.588.67983.3649.5636.5721.7412.937.691062.4337.1227.3916.299.685.7611102.9161.1945.1526.8415.969.491284.7350.3837.1722.1013.147.8113101.8860.5844.6926.5815.809.401460.7236.1026.6415.849.425.601577.1845.8933.8620.1311.977.121697.7758.1342.8925.5015.169.021770.6742.0231.0018.4310.966.5218120.4171.5952.8231.4118.6811.101994.6856.3041.5324.7014.688.7320108.7464.6647.7028.3716.8710.0321133.1079.1458.3934.7220.6412.2722123.8473.6354.3332.3019.2111.422396.7457.5242.4425.2315.008.922476.5045.4933.5619.9511.867.052571.3542.4331.3018.6111.076.582696.3957.3242.2925.1414.958.892769.2941.2030.4018.0810.756.392870.6742.0231.0018.4310.966.522987.1351.8138.2222.7313.518.043092.6255.0740.6324.1614.378.54Media92.5455.0240.6024.1414.358.53Desv. Stan19.6111.668.605.113.041.81Alfa()0.0654150.1100150.1491140.2507790.4217580.709310Beta()83.71741149.77867136.72610321.83747212.9846387.720712Int. Mx(mm/h)164.6797.9272.2442.9525.5415.19TR200117.43=YTABLA N 03ItemArea(m2)Long.S(m/m)Tc(min.)TiempoI mx.DiseoCoef.QdiseoRecorri.(m)Retorno(aos)(mm/h)Escorrentia(m3/s)Can BaseTajo Ojos61533.00393.000.0900013.94200117.430.250.50

Canal Base Tajo Ojos

Duracin (min.)Intensidades Mximas (mm/h)GRAFICO N 03 (IDF)Intensidades Mximas

Can. Coronac. Tajo MinasCALCULO DE CAUDALES MAXIMOS DE DISEO (m3/s)PROYECTO : SISTEMA INTEGRAL DE CANALES Y CUNETASOBRA: Canal Coronacin del Tajo OjosAltitud media3425.00m.s.n.m.Altitud Llapa2798.00m.s.n.m.CUADRO N 041.2240886347INTENSIDADES MAXIMAS (mm/h)NmeroDURACION EN MINUTOS510153060120199.8459.3743.8026.0415.499.212102.6961.0645.0526.7915.939.473140.1383.3261.4736.5521.7312.924108.7564.6747.7128.3716.8710.035106.2663.1846.6127.7216.489.80698.4158.5243.1725.6715.269.08770.6041.9830.9718.4210.956.51897.7058.0942.8625.4815.159.01986.6551.5238.0122.6013.447.991064.9038.5928.4716.9310.075.9811106.9763.6146.9327.9016.599.871288.0752.3738.6422.9713.668.1213105.9062.9746.4627.6216.439.771463.1137.5327.6916.469.795.821580.2347.7035.2020.9312.447.4016101.6260.4344.5826.5115.769.371773.4543.6832.2219.1611.396.7718125.1674.4254.9132.6519.4111.541998.4158.5243.1725.6715.269.0820113.0367.2149.5929.4817.5310.4221138.3582.2660.6936.0921.4612.7622128.7276.5456.4733.5819.9611.8723100.5559.7944.1126.2315.609.272479.5247.2834.8820.7412.337.332574.1744.1032.5419.3511.506.8426100.2059.5843.9626.1415.549.242772.0342.8331.6018.7911.176.642873.4543.6832.2219.1611.396.772990.5753.8539.7323.6214.058.353096.2757.2442.2325.1114.938.88Media96.1957.2042.2025.0914.928.87Desv. Stan20.3812.128.945.323.161.88Alfa()0.0629320.1058390.1434540.2412600.4057500.682388Beta()87.02037451.74262438.17508422.69904113.4969318.025323Int. Mx(mm/h)171.17101.7875.0944.6526.5515.79TR20090.38=YTABLA N 04ItemArea(m2)Long.S(m/m)Tc(min.)TiempoI mx.DiseoCoef.QdiseoRecorri.(m)Retorno(aos)(mm/h)Escorrentia(m3/s)Coron.Tajo Minas85584.00725.000.1300020.8120090.380.350.75

Can. Coronac. Tajo Minas

Duracin (min.)Intensidades Mximas (mm/h)GRAFICO N 04 (IDF)Intensidades Mximas

Canal Interm.Tajo MinasCALCULO DE CAUDALES MAXIMOS DE DISEO (m3/s)PROYECTO : SISTEMA INTEGRAL DE CANALES Y CUNETASOBRA: Canal Intermedio Tajo MinasAltitud media3376.00m.s.n.m.Altitud Llapa2798.00m.s.n.m.CUADRO N 051.2065761258INTENSIDADES MAXIMAS (mm/h)NmeroDURACION EN MINUTOS510153060120198.4158.5243.1725.6715.269.082101.2260.1944.4126.4015.709.343138.1382.1360.6036.0321.4212.744107.2063.7447.0327.9616.639.895104.7462.2845.9527.3216.249.66697.0157.6842.5625.3015.058.95769.5941.3830.5318.1510.796.42896.3057.2642.2525.1214.948.88985.4150.7837.4722.2813.257.881063.9738.0428.0616.699.925.9011105.4462.7046.2627.5016.359.721286.8151.6238.0822.6413.468.0113104.3962.0745.7927.2316.199.631462.2136.9927.2916.239.655.741579.0847.0234.6920.6312.277.2916100.1759.5643.9426.1315.549.241772.4043.0531.7618.8911.236.6818123.3773.3554.1232.1819.1311.381997.0157.6842.5625.3015.058.9520111.4266.2548.8829.0617.2810.2821136.3781.0959.8235.5721.1512.5822126.8875.4455.6633.1019.6811.702399.1158.9343.4825.8515.379.142478.3846.6034.3820.4412.167.232573.1143.4732.0719.0711.346.742698.7658.7243.3325.7615.329.112771.0042.2131.1518.5211.016.552872.4043.0531.7618.8911.236.682989.2753.0839.1623.2913.858.233094.9056.4341.6324.7514.728.75Media94.8156.3841.5924.7314.718.74Desv. Stan20.0911.948.815.243.121.85Alfa()0.0638460.1073750.1455360.2447620.4116390.692292Beta()85.77541151.00236537.62893022.37429613.3038367.910508Int. Mx(mm/h)168.72100.3274.0244.0126.1715.56TR20062.75=YTABLA N 05ItemArea(m2)Long.S(m/m)Tc(min.)TiempoI mx.DiseoCoef.QdiseoRecorri.(m)Retorno(aos)(mm/h)Escorrentia(m3/s)Ca.Inter.Tajo Minas167340.00833.000.0200033.2120062.750.180.53

Canal Interm.Tajo Minas

Duracin (min.)Intensidades Mximas (mm/h)GRAFICO N 05 (IDF)Intensidades Mximas

Canal BanquetaCALCULO DE CAUDALES MAXIMOS DE DISEO (m3/s)PROYECTO : SISTEMA INTEGRAL DE CANALES Y CUNETASOBRA: Canal Intermedio Tajo MinasAltitud media3538.00m.s.n.m.Altitud Llapa2798.00m.s.n.m.CUADRO N 051.2644746247INTENSIDADES MAXIMAS (mm/h)NmeroDURACION EN MINUTOS5101530601201103.1361.3245.2426.9016.009.512106.0863.0846.5427.6716.459.783144.7686.0763.5037.7622.4513.354112.3466.8049.2829.3017.4210.365109.7665.2748.1528.6317.0210.126101.6660.4544.6026.5215.779.38772.9343.3631.9919.0211.316.738100.9260.0144.2726.3315.659.31989.5153.2239.2723.3513.888.251067.0439.8629.4117.4910.406.1811110.5065.7048.4828.8217.1410.191290.9854.1039.9123.7314.118.3913109.4065.0547.9928.5416.9710.091465.2038.7728.6017.0110.116.011582.8849.2836.3621.6212.857.6416104.9862.4246.0527.3816.289.681775.8845.1233.2919.7911.777.0018129.2976.8756.7233.7220.0511.9219101.6660.4544.6026.5215.779.3820116.7669.4351.2230.4618.1110.7721142.9184.9862.7037.2822.1713.1822132.9779.0658.3334.6820.6212.2623103.8761.7645.5727.0916.119.582482.1448.8436.0321.4312.747.582576.6145.5533.6119.9811.887.0726103.5061.5445.4127.0016.059.552774.4044.2432.6419.4111.546.862875.8845.1233.2919.7911.777.002993.5655.6341.0424.4014.518.633099.4559.1343.6325.9415.429.17Media99.3659.0843.5925.9215.419.16Desv. Stan21.0512.529.245.493.271.94Alfa()0.0609220.1024580.1388730.2335550.3927910.660593Beta()89.89141253.44975339.43458423.44794413.9422318.290100Int. Mx(mm/h)176.82105.1477.5746.1227.4216.31TR20085.41=YTABLA N 05ItemArea(m2)Long.S(m/m)Tc(min.)TiempoI mx.DiseoCoef.QdiseoRecorri.(m)Retorno(aos)(mm/h)Escorrentia(m3/s)Canal banqueta8353.00493.000.0150023.4420085.410.200.04

Canal Banqueta

Duracin (min.)Intensidades Mximas (mm/h)GRAFICO N 05 (IDF)Intensidades Mximas

Canal RecolectorCALCULO DE CAUDALES MAXIMOS DE DISEO (m3/s)PROYECTO : SISTEMA INTEGRAL DE CANALES Y CUNETASOBRA: Canal Intermedio Tajo MinasAltitud media3558.00m.s.n.m.Altitud Llapa2798.00m.s.n.m.CUADRO N 051.2716225876INTENSIDADES MAXIMAS (mm/h)NmeroDURACION EN MINUTOS5101530601201103.7261.6745.5027.0516.099.572106.6863.4346.8027.8316.559.843145.5786.5663.8637.9722.5813.434112.9867.1849.5629.4717.5210.425110.3865.6348.4228.7917.1210.186102.2460.7944.8526.6715.869.43773.3443.6132.1719.1311.386.768101.4960.3544.5226.4715.749.36990.0153.5239.4923.4813.968.301067.4240.0929.5717.5910.466.2211111.1366.0848.7528.9917.2410.251291.4954.4040.1423.8714.198.4413110.0165.4148.2628.7017.0610.151465.5638.9828.7617.1010.176.051583.3449.5636.5621.7412.937.6916105.5762.7746.3127.5416.379.741776.3145.3733.4719.9011.847.0418130.0277.3157.0433.9120.1711.9919102.2460.7944.8526.6715.869.4320117.4269.8251.5130.6318.2110.8321143.7285.4663.0537.4922.2913.2522133.7279.5158.6634.8820.7412.3323104.4662.1145.8227.2516.209.632482.6049.1236.2421.5512.817.622577.0545.8133.8020.1011.957.1126104.0961.8945.6627.1516.149.602774.8244.4932.8219.5211.616.902876.3145.3733.4719.9011.847.042994.0955.9441.2724.5414.598.6830100.0159.4743.8726.0915.519.22Media99.9359.4243.8426.0715.509.22Desv. Stan21.1712.599.295.523.281.95Alfa()0.0605800.1018830.1380920.2322420.3905830.656880Beta()90.39956053.75190039.65750423.58049314.0210458.336963Int. Mx(mm/h)177.82105.7378.0146.3827.5816.40TR200103.41=YTABLA N 05ItemArea(m2)Long.S(m/m)Tc(min.)TiempoI mx.DiseoCoef.QdiseoRecorri.(m)Retorno(aos)(mm/h)Escorrentia(m3/s)Canal Recolector91033.00483.000.0500018.30200103.410.180.47

Canal Recolector

Duracin (min.)Intensidades Mximas (mm/h)GRAFICO N 05 (IDF)Intensidades Mximas

Hoja1

Hoja2