cresay01

inicioVALIENDOSE DE LA INFORMACION DEL SATELITE, SE LLEGO A DETERMINAR QUE EL TIPO DE SUELODE LA CUENCA DE ESTUDIO CORRESPONDE A LA DESCRIPCION: "AFLORAMIENTOS ROCOSOS YPASTOS Y/O ARBUSTOS EN AMBIENTE SECO".CLASIFICANDO AL SUELO COMO DEL GRUPO B, UN USO DE LA TIERRA CORRESPONDIENTE A PASTOSDE PASTOREO Y CULTIVOS EN HILERAS ESTRECHAS, UNA CONDICION HIDROLOGICA MALA, SE TIENEQUE EL NUMERO DE CURVA CORRESPONDIENTE (CN) ES :PASTOS DE PASTOREO =60%CN =79CULTIVOS EN HILERAS ESTRECHAS =40%CN =76CN = ( 0.60 * 79) +(0.40 * 76) =77.80CALCULO DE COEFICIENTE DE ESCORRENTA "C"350.11350.11Pab = ( Pb - 508 / CN + 5.08 ) / ( Pb + 2032 / CN - 20.32)Pb = Precipitacin media en (cm)Pb =264.091mmPb =26.4090909091cmPab =19.34273cmC = Pab / PbC =0.732431>C>0

Hoja0ANEXO 5 - TABLA 0ChaquillaYuraFuente: SENAMHI-POTOSI-BOLIVIAdatos:Longitud6430'25''DPTO: POTOSI-PROVINCIA TOMAS FRIASLatitud1924'38''ESTACION:ChaquillaArea =1224.57Km^2Altitud3675m.s.n.m.3321m.s.n.m.PRECIPITACIONES MENSUALES [mm]C =0.20PERIODO INFORMADO 1976-2000PERIODO UTILIZADO 1980-2001MAXIMAAREAAOENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICANUALDIARIA"C"CUENCADESCARGA(mm)(Km2)(M3)1979-22.339.220.30.00.00.00.00.00.04.0-85.820.30.2001224.574,971,754.2198047.039.045.00.00.00.00.020.40.015.05.016.0187.420.40.2001224.574,996,245.6198194.061.049.00.00.00.00.00.034.00.016.024.0278.019.00.2001224.574,653,366.0198252.533.351.815.50.00.00.02.017.013.02.0202.1389.219.30.2001224.574,726,840.2198322.043.38.00.00.00.00.03.016.32.06.233.9134.720.30.2001224.574,971,754.2198493.1148.917.90.00.00.00.021.60.015.228.513.0338.2190.2001224.574,653,366.0198531.4124.533.118.80.00.00.00.02.00.050.382.0342.119.20.2001224.574,702,348.8198657.130.8102.30.00.00.00.00.00.00.015.360.4265.920.10.2001224.574,922,771.4198791.522.020.70.00.08.34.90.07.36.235.05.0200.914.20.2001224.573,477,778.8198891.347.223.81.20.00.00.00.07.50.07.281.0259.220.20.2001224.574,947,262.8198976.217.219.638.50.00.00.00.00.00.032.634.0218.119.30.2001224.574,726,840.2199082.082.033.70.00.02.00.00.00.02.071.553.1326.320.40.2001224.574,996,245.6199198.544.941.218.10.00.00.00.00.07.538.52.0250.719.30.2001224.574,726,840.21992136.148.020.20.00.03.20.00.00.014.521.655.5299.1190.2001224.574,653,366.01993114.615.754.30.00.00.00.012.25.213.520.829.4265.719.40.2001224.574,751,331.6199451.440.822.80.00.00.00.00.00.05.315.478.1213.819.40.2001224.574,751,331.6199567.123.859.20.00.00.00.00.00.08.53.174.1235.816.310.2001224.573,994,547.3199668.746.227.53.10.00.00.08.30.00.025.269.3248.316.10.2001224.573,943,115.41997129.5120.551.712.50.00.00.00.010.32.010.43.1340.019.30.2001224.574,726,840.2199864.340.69.28.30.05.00.00.00.012.235.60.0175.220.10.2001224.574,922,771.4199955.4108.1119.54.10.00.00.00.019.711.10.014.5332.420.20.2001224.574,947,262.8200097.336.913.30.00.00.00.00.00.02.00.035.2184.7180.2001224.574,408,452.02001107.181.656.620.70.05.20.00.00.00.014.238.9324.3180.2001224.574,408,452.0MAX136.1148.9119.538.50.08.34.921.634.015.271.5202.1800.64,996,245.6MIN22.015.78.00.00.00.00.00.00.00.00.00.045.73,477,778.8MEDIA78.657.140.06.40.01.10.23.15.45.920.745.7264.14,636,778.6NOTAS:1. Datos obtenidos por SENAMHI-POTOSI2. Se utilizaron solamente las series completas (1980 a 2000)PRECIPITACION PROMEDIO ANUAL (100%) [mm]AOENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICANUALCUENCA"C"AREAAPORTE(Km2)(M3)n78.5557.1040.026.400.001.080.223.075.425.9120.6545.66264.09khullku0.2001224.57064,679,561

&CProyecto : Represa KhullkuUniv.- Gloria Vaquera VargasCIV - 232

Hoja1ANEXO 5 - TABLA 1Fuente: SENAMHI-POTOSI-BOLIVIAdatos:DPTO: POTOSI-PROVINCIA TOMAS FRIASESTACION: CHAQUILLAArea =1224.57Km^2PRECIPITACIONES MENSUALES [mm]C =0.200PERIODO INFORMADO 1976-2000PERIODO UTILIZADO 1980-2001MAXIMAAREAAOENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICANUALDIARIA"C"CUENCADESCARGA(mm)(Km2)(M3)1979-22.339.220.30.00.00.00.00.00.04.0-85.820.30.2001224.574,971,754.2198047.039.045.00.00.00.00.020.40.015.05.016.0187.420.40.2001224.574,996,245.6198194.061.049.00.00.00.00.00.034.00.016.024.0278.019.00.2001224.574,653,366.0198252.533.351.815.50.00.00.02.017.013.02.0202.1389.219.30.2001224.574,726,840.2198322.043.38.00.00.00.00.03.016.32.06.233.9134.720.30.2001224.574,971,754.2198493.1148.917.90.00.00.00.021.60.015.228.513.0338.219.00.2001224.574,653,366.0198531.4124.533.118.80.00.00.00.02.00.050.382.0342.119.20.2001224.574,702,348.8198657.130.8102.30.00.00.00.00.00.00.015.360.4265.920.10.2001224.574,922,771.4198791.522.020.70.00.08.34.90.07.36.235.05.0200.914.20.2001224.573,477,778.8198891.347.223.81.20.00.00.00.07.50.07.281.0259.220.20.2001224.574,947,262.8198976.217.219.638.50.00.00.00.00.00.032.634.0218.119.30.2001224.574,726,840.2199082.082.033.70.00.02.00.00.00.02.071.553.1326.320.40.2001224.574,996,245.6199198.544.941.218.10.00.00.00.00.07.538.52.0250.719.30.2001224.574,726,840.21992136.148.020.20.00.03.20.00.00.014.521.655.5299.119.00.2001224.574,653,366.01993114.615.754.30.00.00.00.012.25.213.520.829.4265.719.40.2001224.574,751,331.6199451.440.822.80.00.00.00.00.00.05.315.478.1213.819.40.2001224.574,751,331.6199567.123.859.20.00.00.00.00.00.08.53.174.1235.816.30.2001224.573,994,547.3199668.746.227.53.10.00.00.08.30.00.025.269.3248.316.10.2001224.573,943,115.41997129.5120.551.712.50.00.00.00.010.32.010.43.1340.019.30.2001224.574,726,840.2199864.340.69.28.30.05.00.00.00.012.235.60.0175.220.10.2001224.574,922,771.4199955.4108.1119.54.10.00.00.00.019.711.10.014.5332.420.20.2001224.574,947,262.8200097.336.913.30.00.00.00.00.00.02.00.035.2184.718.00.2001224.574,408,452.02001107.181.656.620.70.05.20.00.00.00.014.238.9324.318.00.2001224.574,408,452.0MAX136.1148.9119.538.50.08.34.921.634.015.271.5202.1800.64,996,245.6MIN22.015.78.00.00.00.00.00.00.00.00.00.045.73,477,778.8MEDIA78.657.140.06.40.01.10.23.15.45.920.745.7264.14,636,778.6NOTAS:1. Datos obtenidos por SENAMHI-Potosi2. Se utilizaron solamente las series completas (1980 a 2000)PRECIPITACION ESPERADA DURANTE CUALQUIER AO (75%) [mm]AOENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICANUALCUENCA"C"AREAAPORTE(Km2)(M3)n58.9142.8330.014.800.000.810.172.304.074.4315.4934.25198.07Khullku0.2001224.57048,509,671

&C&"Times New Roman,Normal"Proyecto : Represa KhullkuUniv.- Gloria Vaquera VargasCIV - 232

Hoja2ANEXO 5 - TABLA 2CALCULO DE COEFICIENTES DE DESCARGA MAXIMA PARA RETORNOSPROBABILIDAD EN BASE A LOG PEARSON TYPE III DISTRIBUTIONPROCEDIMIENTO: E. F. SCHULZ - PROBLEMS IN APPLIED HYDROLOGYCONVERSION LLUVIA DIARIA A LLUVIA EN 24 HORAS =1.13x PdiariaDESCARGADESCARGAMAXIMAMAXIMA____________NoAODIARIAEN 24 HS.LogQiLogQi-LogQ(LogQi-LogQ)^2(LogQi-LogQ)^3(N)(M3/seg)(M3/seg)119804,996,245.605,645,757.536.75-0.285870.08172-0.02336219814,653,366.005,258,303.586.72-0.316740.10033-0.03178319824,726,840.205,341,329.436.73-0.309940.09606-0.02977419834,971,754.205,618,082.256.75-0.288000.08294-0.02389519844,653,366.005,258,303.586.72-0.316740.10033-0.03178619854,702,348.805,313,654.146.73-0.312200.09747-0.03043719864,922,771.405,562,731.686.75-0.292300.08544-0.02497819873,477,778.803,929,890.046.59-0.443210.19643-0.08706919884947262.805,590,406.966.75-0.290150.08418-0.024431019894726840.205,341,329.436.73-0.309940.09606-0.029771119904996245.605,645,757.536.75-0.285870.08172-0.023361219914726840.205,341,329.436.73-0.309940.09606-0.029771319924653366.005,258,303.586.72-0.316740.10033-0.031781419934751331.605,369,004.716.73-0.307700.09468-0.029131519944751331.605,369,004.716.73-0.307700.09468-0.029131619953994547.344,513,838.496.65-0.383040.14672-0.056201719963943115.404,455,720.406.65-0.388670.15107-0.058721819974726840.205,341,329.436.73-0.309940.09606-0.029771919984922771.405,562,731.686.75-0.292300.08544-0.024972019994947262.805,590,406.966.75-0.290150.08418-0.024432120004408452.004,981,550.766.70-0.340230.11575-0.039382220014408452.004,981,550.766.70-0.340230.11575-0.03938T O T A L E S102,009,130.14115,270,317.06147.79-7.037592.28342-0.75327Mean =5,239,559.87SUM(LogQi) =147.79"A" =2.28342"B" =-15.81876____Log Q =7.03759Log Std Dev =SlogQ =0.33789"C" =16.20251Log Coef Skew =-0.97632FORMULAS:____SUM(Log Qi)1.-Log mean =Log Q =-----------N____SUM(LogQi-LogQ)^2"A"2.-Log Std Dev =SlogQ =SQRT ---------------------------------- =--------N - 1N - 1____N*SUM(LogQi-LogQ)^3"B"3.-Log Coef Skew =glogQ =-------------------------------------- =--------(N-1)(N-2)(SlogQ)^3"C"

Hoja3ANEXO 5 - TABLA 3DETERMINACION DEL COEFICIENTE "K" PARA LOG PEARSONFUENTE: PROBLEMS IN APPLIED HYDROLOGY (E.F. Schulz)INTERVALO DE RECURRENCIA EN AOSCOEF SKEW251025501002005001000(glogQ)PROBABILIDAD PORCENTUAL DE OCURRENCIA5020104210.50.20.13.0-0.3960.4201.1802.2783.1524.0514.9706.1107.2502.5-0.3600.5181.2502.2623.0483.8454.6525.6266.6002.2-0.3300.5741.2842.2402.9703.7054.4445.3226.2002.0-0.3070.6091.3022.2192.9123.6054.2985.1045.9101.8-0.2820.6431.3182.1932.8483.4994.1474.9045.6601.6-0.2540.6751.3292.1632.7803.3883.9904.6905.3901.4-0.2250.7051.3372.1282.7063.2713.8284.4695.1101.2-0.1950.7321.3402.0872.6263.1493.6614.2414.8201.0-0.1640.7581.3402.0432.5423.0223.4894.0154.5400.9-0.1480.7691.3392.0182.4892.9573.4013.8984.3950.8-0.1320.7801.3361.9982.4532.8913.3123.7814.2500.7-0.1160.7901.3331.9672.4072.8243.2233.6644.1050.6-0.0990.8001.3281.9392.3592.7553.1323.5463.9600.5-0.0830.8081.3231.9102.3112.6863.0413.4283.8150.4-0.0660.8161.3171.8802.2612.6152.9493.3103.6700.3-0.0500.8241.3091.8492.2112.5442.8563.1913.5250.2-0.0330.8301.3011.8182.1592.4722.7633.0723.3800.1-0.0170.8361.2921.7852.1072.4002.6702.9533.2350.00.0000.8421.2821.7512.0542.3262.5762.8333.090-0.10.0170.8361.2701.7162.0002.2522.4822.7162.950-0.20.0330.8501.2581.6801.9452.1782.3882.5992.810-0.30.0500.8531.2451.6431.8902.1042.2092.4422.675-0.40.0660.8551.2311.6061.8342.0292.2012.3712.540-0.50.0830.8561.2161.5671.7771.9552.1082.2542.400-0.60.0990.8571.2001.5281.7201.8802.0162.1462.275-0.70.6160.8571.1831.4881.6631.8061.9262.0382.150-0.80.1320.8561.1661.4481.6061.7331.8371.9362.035-0.90.1480.8541.1471.4071.5491.6601.7491.8301.910-0.976320.16020.8521.1331.3761.5061.6051.6841.7551.826-1.00.1640.8521.1281.3661.4921.5881.6641.7321.800-1.20.1950.8441.0861.2821.3791.4491.5011.5631.625-1.40.2250.8321.0411.1981.2701.3181.3511.4081.465-1.60.2540.8170.9941.1161.1661.1971.2161.2481.280-1.80.2820.7990.9451.0351.0691.0871.0971.1141.130-2.00.3070.7770.8950.9590.9800.9900.9950.9981.000-2.20.3300.7520.8440.8880.9000.9050.9070.9090.910-2.50.3600.7110.7710.7930.7980.7990.8000.8010.802-3.00.3960.6360.6600.6660.6660.6670.6670.6680.668

Hoja4ANEXO 5 - TABLA 4CALCULO DE TIEMPOS DE RECURRENCIADESAGREGACION DE PRECIPITACIONES MAXIMASglogQSlogQLogQCA (Km2)DESAGREGACION DE PRECIPITACIONES-0.976320.337897.037590.2001224.57MAXIMAS DE 24 HORASTIEMPO DE PRECIPITACIONTIEMPOPROBABILIDADFACTOR DE(Ktr*SlogQ)LogQtrCRECIDAPRECIPITACION1 H de 24 H6 H de 24 H12 H de 24 HRECURRENCIARECURRENCIACURVA SKEWQtrTr(Ptr)(Ktr)[SlogQ*(3)][LogQ + (4)][Antilog(5)][Qtr/(C*A)][f][f][f](aos)(%)(tablas)(M3)(mm)0.440.720.86(1)(2)(3)(4)(5)(6)(7)250.000.160210.054137.091721235160950.4322.1936.3143.37520.000.852470.288047.325632116574786.4238.0362.2274.321010.001.132500.382667.4202526317961107.4647.2877.3792.41254.001.375710.464847.5024331800293129.8457.1393.49111.66502.001.505500.508707.5462935179199143.6463.20103.42123.531001.001.605050.542337.5799238012286155.2168.29111.75133.482000.501.684130.569057.6066440424451165.0672.62118.84141.955000.201.755090.593037.6306242719006174.4276.75125.59150.0110000.101.826050.617017.6546045143803184.3381.10132.71158.52

Hoja5ANEXO 5 - TABLA 5PROYECTO PRESA KULLKHUHIDROGRAMA DE ENTRADA A LA LAGUNAMETODO DEL SOIL CONSERVATION SERVICE NEH 4Chapter 21 Design Hydrographs p.21-49TIEMPO DE CONCENTRACION, Tc (min)Tc =L^0,8(S+1)^0,7/1900 s^0,5/0,6CAUDAL UNITARIO PICOqp =484xAx1/Tp revTIEMPO AL PICO DEL HIDROGRAMA, Tp (hr)Tp =0,7 TcLONGITUD DE RECORRIDO65,930.00m216,250pisALTURA1798m5,897pisPERIODO DE RETORNO50aosN0.30FAMILIA DE HIDROGRAMANo. 3TIEMPO DE CONCENTRACION, Tc (hr)1793.93min29.899hrAREA DE LA CUENCA, A (Mi)1224.57Km2473.01Mi2NUMERO DE CURVA, CN72PRECIPITACION, P =4.07plg103.42mmESCORRENTIA, Q =0.65plg16.5mmDURACION DEL EXCESO DE PRECIPITACION, To (hr)4.1hrTIEMPO AL PICO DEL HIDROGRAMA, Tp (hr)20.93hrTo/Tp (CALCULADO)0.20To/Tp (CORREGIDO)0.54TIEMPO REV. AL PICO DEL HIDROGRAMA, Tp rev (hr)7.65hrCAUDAL UNITARIO PICO, qp29,924p3/seg848m3/segNot/Tptqc/qpqqhrscfsm3/s10.0000.0000.00000.0020.2605.4420.048143640.7030.52010.8830.2196553185.7140.78016.3250.52115590441.8151.04021.7660.76222802646.1761.30027.2080.84425256715.7171.56032.6500.77823281659.7481.82038.0910.62118583526.6192.08043.5330.44113196373.97102.34048.9740.3059127258.64112.60054.4160.2146404181.47122.86059.8570.1494459126.35133.12065.2990.103308287.34143.38070.7410.070209559.36153.64076.1820.048143640.70163.90081.6240.034101728.83174.16087.0650.02471820.35184.42092.5070.01647913.57194.68097.9490.0102998.48204.940103.3900.0061805.09215.200108.8320.003902.54225.460114.2730.001300.85235.720119.7150.00000.00TiempoCaudaltqminm3/s0.000.005.4440.7010.88185.7116.32441.8121.77646.1727.21715.7132.65659.7438.09526.6143.53373.9748.97258.6454.42181.4759.86126.3565.3087.3470.7459.3676.1840.7081.6228.8387.0720.3592.5113.5797.958.48103.395.09108.832.54114.270.85119.710.000.000.000.000.000.00

Hoja5

&APgina &PTiempo (hrs)Caudal (Q=m3/seg)HIDROGRAMA DE CRECIDAS

Hoja6ANEXO 5 - TABLA 6PROYECTO PRESA KULLKHUALMACENAMIENTO ACTUAL Y FUTUROCURVAS ALTURA-AREA Y ALTURA-VOLUMENAREAVOLUMENVOLUMENALTURAVOLUMENALMACEN.COTAAREAMEDIADISTANCIAMEDIOACUMULADOUTILCRECIDAS(M2)(M)(M3)(M3)(M)(M3)(M3)3675348.8730.000.00451.76641.00447.813,676554.66447.811.000675.551.00671.923,677796.441,119.732.001,365.381.001,323.993,6781,934.322,443.713.002,252.631.002,245.093,6792,570.934,688.804.002,848.041.002,843.543,6803,125.157,532.345.003,900.411.003,874.473,6814,675.6711,406.816.006,459.371.006,375.653,6828,243.0717,782.467.008,967.731.008,957.963,6839,692.4026,740.428.0010,770.521.0010,752.493,68411,848.6537,492.929.0013,371.511.0013,342.513,68514,894.3750,835.4210.0016,822.291.0016,785.353,68618,750.2267,620.7711.0020,445.951.0020,422.473,68722,141.6788,043.2412.0024,085.501.0024,059.313,68826,029.33112,102.5513.0027,672.451.0027,656.173,68929,315.57139,758.7214.0031,043.031.0031,027.003,69032,770.49170,785.7215.0034,313.421.0034,301.853,69135,856.35205,087.5716.0037,408.561.0037,397.823,69238,960.77242,485.3916.700.0040,961.251.0040,944.963,69342,961.73283,430.3517.7040944.9644,286.101.0044,279.503,69445,610.47327,709.8518.7085224.4647,209.261.0047,200.243,69548,808.05374,910.0919.70132424.7051,972.221.0050,386.763,69651,982.14425,296.8520.70182811.4655,097.171.0053,551.523,69755,136.38425,296.8521.70182811.4656,674.291.0056,667.343,69858,212.21481,964.1922.70239478.8059,655.401.0059,649.583,69961,098.59541,613.7723.70299128.3862,582.771.0062,576.913,70064,066.95604,190.6824.70361705.2965,913.661.0065,905.033,70167,760.36670,095.7125.70427610.3269,441.411.0069,434.633,70271,122.46739,530.3426.70497044.9572,942.981.0072,935.413,70374,763.51812,465.7527.70569980.3676,357.391.0076,351.843,70477,951.27888,817.5928.70646332.2080,046.371.000.003,70582,141.460.0029.700.0083,847.101.000.003,70685,552.740.0030.700.0087,259.431.0087,253.873,70788,966.120.0031.700.0090,847.201.0090,840.703,70892,728.270.0032.700.0094,638.171.0094,631.753,70996,548.080.0033.700.000.000NAME97,707.971.0087,300.333,710.098,867.8788,618.110.103,71078,368.360.0034.700.0087300.33478,577.871.0078,577.783,71178,787.380.0035.700.00165878.10978,996.891.0078,996.793,712.079,206.400.0036.700.00244874.90479,415.910.107,941.583,712.179,625.420.0036.800.00252816.48579,834.930.107,983.483,712.280,044.440.0036.900.00260799.96980,253.940.108,025.393,712.380,463.450.0037.000.00268825.35480,672.960.108,067.293,712.480,882.470.0037.100.00276892.64181,091.980.108,109.193,712.581,301.490.0037.200.00285001.83181,511.000.108,151.093,712.681,720.510.0037.300.00293152.92281,930.990.108,193.093,712.782,141.460.0037.400.00301346.01182,311.920.108,231.193,712.882,482.390.0037.500.00309577.19882,652.950.108,265.293,712.982,823.520.0037.600.00317842.48782,994.080.108,299.403,713.083,164.640.000.0037.700.00326141.88983,335.210.108,333.513,713.183,505.770.000.0037.800.00334475.40483,676.340.108,367.633,713.283,846.900.000.0037.900.00342843.03284,017.460.108,401.743,713.384,188.030.000.0038.000.00351244.77384,358.590.108,435.853,713.484,529.160.000.0038.100.00359680.62684,699.720.108,469.973,713.584,870.280.000.0038.200.00368150.59285,040.850.108,504.083,713.685,211.410.0038.300.00376654.67185,382.080.108,538.203,706.085,552.740.0038.400.00385192.87485,722.860.108,572.283,706.185,892.980.0038.500.00393765.15486,063.650.108,606.363,706.286,234.320.0038.600.00402371.51386,404.990.108,640.493,706.386,575.650.0038.700.00411012.00686,746.320.108,674.633,706.486,916.990.0038.800.00419686.63387,087.660.108,708.763,706.587,258.330.0038.900.00428395.39387,429.000.108,742.893,706.687,599.670.0039.000.00437138.28787,770.340.108,777.033,706.787,941.010.0039.100.00445915.31688,111.680.108,811.163,706.888,282.340.0039.200.00454726.47888,453.010.108,845.303,706.988,623.680.0039.300.00463571.77387,259.430.108,879.483,707.088,966.120.0039.400.00472451.25887,612.770.108,914.933,707.1089,332.570.0039.500.00481366.18687,971.530.108,952.063,707.2089,708.750.0039.600.00490318.24588,330.300.108,989.683,707.3090,084.940.0039.700.00499307.92389,718.520.109,027.793,707.4090,470.910.0039.800.00508335.70990,659.020.109,065.903,707.5090,847.130.0039.900.00517401.60491,035.230.109,103.523,707.6091,223.340.0040.000.00526505.12191,411.450.109,141.143,707.7091,599.550.0040.100.00535646.25991,787.660.109,178.763,707.8091,975.770.0040.200.00544825.01892,163.880.109,216.383,707.9092,351.990.0040.300.00554041.40092,540.130.109,254.013,708.0092,728.270.0040.400.00563295.40692,918.890.109,291.883,708.1093,109.500.0040.500.00572587.28893,300.490.109,330.043,708.2093,491.480.0040.600.00581917.33193,682.470.109,368.243,708.3093,873.460.0040.700.00591285.57294,064.450.109,406.443,708.4094,255.440.0040.800.00600692.01094,446.430.109,444.643,708.5094,637.430.0040.900.00610136.64794,828.420.109,482.843,708.6095,019.410.0041.000.00619619.48297,120.300.109,711.273,708.7099,221.200.0041.100.00629330.75599,412.190.109,941.213,708.8099,603.180.0041.200.00639271.96899,794.170.109,979.413,708.9099,985.160.0041.300.00649251.37898,266.620.109,826.163,709.0096,548.080.0041.400.00659077.53996,741.090.109,674.103,709.1096,934.100.0041.500.00668751.64297,127.410.109,712.733,709.2097,320.730.0041.600.00678464.37697,514.040.109,751.403,709.3097,707.360.0041.700.00688215.77497,900.670.109,790.063,709.4098,093.990.0041.800.00698005.83598,287.310.109,828.723,709.5098,480.62T O T A L0.003,690.0032,770170,78615.003,691.0035,856205,08816.003,692.0038,961242,48516.703,693.000283,43017.703,694.0042,962327,71018.703,695.0048,808374,91019.703,696.0051,982425,29720.703,697.0055,136425,29721.703,698.0058,212481,96422.703,699.0061,099541,61423.703,700.0064,067604,19124.703,701.0067,760670,09625.703,702.0071,122739,53026.703,703.0074,764812,46627.700.000026.703,709.0096,548027.700.000033.703,712.7082,141037.400.000033.703,706.0085,553037.400.000038.403,707.0088,966039.400.000038.403,707.4090,471039.400.000039.803,707.5082,141039.900.0085,553039.803,707.6088,96600.003,707.4090,47100.00

Hoja7ANEXO 5 - TABLA 7PROYECTO PRESA KULLKHUBASADO EN EL LIBRO "APPLIED HYDROLOGY"de V.T. CHOW et al. McGraw Hill 1988. Pag 249CURVA VOLUMEN ALMACENADO - DESCARGACOTA VERTEDERO3,703.50mVOLUMEN VERTEDERO0.00m3COTA CERO VOLUMEN3,675.00mCOEFICIENTE DE DESCARGA2.20LONGITUD VERTEDERO7.00mLONGITUD EFECTIVA6.40mINTERVALO DE TIEMPO (min)10.00minCOTAALTURACAUDALALMACENAMIENTO(2S/t + Q)"H""Q""S"mmm3/sm3m3/s3,703.50028.500.000.000.003,703.60028.600.450.000.453,703.70028.701.260.001.263,703.80028.802.310.002.313,703.90028.903.560.003.563,704.00029.004.980.004.983,704.10029.106.5487,300.33200.543,704.20029.208.25165,878.11376.863,704.30029.3010.07244,874.90554.243,704.40029.4012.02252,816.49573.843,704.50029.5014.08260,799.97593.643,704.60029.6016.24268,825.35613.633,704.70029.7018.51276,892.64633.833,704.80029.8020.87285,001.83654.213,704.90029.9023.32293,152.92674.773,705.00030.0025.87301,346.01695.523,705.10030.1028.50309,577.20716.453,705.20030.2031.21317,842.49737.533,705.30030.3034.00326,141.89758.763,705.40030.4036.88334,475.40780.153,705.50030.5039.82342,843.03801.70(2S/t + Q)Caudal"Q"m3/sm3/s00.0000.4511.2622.3143.5654.982016.543778.2555410.0757412.0259414.0861416.2463418.5165420.8767523.32

Hoja7

&APgina &PFuncin de TrnsitoCaudal (Q=m3/seg)ALMACENAMIENTO PARA TRANSITO

Hoja8ANEXO 5 - TABLA 8PROYECTO PRESA KULLKHUCoef. Descarga2.20HIDROGRAMAS DE ENTRADA Y DE SALIDA (APORTES DISGREGADOS)Long. Vertedero7.00METODO DEL EMBALSE A NIVELLong. Efectiva6.40DURACION DEL EVENTO 6 HORAS Y PERIODO DE RETORNO 500 ANOSCOTA INICIAL NIVEL DE AGUA (m)3703.50INTERVALOTIEMPOADUCCIONESKullkhuHIDROGRAMAHIDROGRAMACOTA15 minminINGRESO, IjINGRESO, IjENTRADA, Ij(Ij + Ij+1)(2Sj/t - Qj)(2Sj+1/t + Qj+1)SALIDA, QjVERTEDEROm3/sm3/sm3/sm3/sm3/sm3/sm3/s(m)(1)(2)(3s1)(3s2)(3)(4)(5)(6)(7)(8)100.000.02150.000.000.000.000.0000.00000.03300.0040.7040.7040.7040.18040.7040.26200.0704450.00185.71185.71226.42259.347266.5953.62400.4055600.00441.81441.81627.52854.374886.86416.2451.1006750.00646.17646.171087.981868.4821942.35436.9361.9027900.00715.71715.711361.883108.6673230.36560.8492.65381050.00659.74659.741375.454319.7494484.11782.18403.24291200.00526.61526.611186.355312.0325506.09697.03203.621101350.00373.97373.97900.576004.296212.605104.15903.797111500.00258.64258.64632.616427.176636.892104.85903.814121650.00181.47181.47440.116664.346867.285101.47103.731131800.00126.35126.35307.826780.706972.16595.73503.589141950.0087.3487.34213.706816.936994.39088.72803.412152100.0059.3659.36146.706801.316963.63881.16503.215162250.0040.7040.70100.066754.306901.37273.53703.010172400.0028.8328.8369.546691.466823.83366.18652.806182550.0020.3520.3549.186622.066740.64459.29202.608192700.0013.5713.5733.926550.186655.98052.90002.417202850.008.488.4822.056478.166572.22847.03402.235213000.005.095.0913.576408.356491.72841.69002.062223150.002.542.547.636342.266415.98036.86001.899233300.000.850.853.396280.616345.65232.52001.747000.000.000.000.000.000.000.000.0TiempoHidrogramaHidrogramatEntradaSalida(min)(Q=m3/seg)(Q=m3/seg)00.0000.000150.0000.0003040.7040.26245185.7113.62460441.80616.24575646.17336.93690715.70960.849105659.74182.184120526.60697.032135373.967104.159150258.639104.859165181.471101.471180126.35195.73519587.34488.72821059.36081.16522540.70473.53724028.83266.18725520.35259.29227013.56852.9002858.48047.0343005.08841.6903152.54436.8603300.84832.520

&CJuan Carlos Jancko:3.624 - 92.379Q - 303.37916.68 - 310.65X = 16.245Juan Carlos Jancko:INTERPOLACION DE3.624 - 92.379Q - 649.28316.68 - 310.62Q=36.936Juan Carlos Jancko:INTERPOLACION DE3.624 - 92.379Q - 1049.06816.68 - 310.62Q=60.849Juan Carlos Jancko:INTERPOLACION DE3.624 - 92.379Q - 1405.74516.68 - 310.62Q=82.184Juan Carlos Jancko:INTERPOLACION DE0 - 0Q - 14.1570.38 - 20.52X = 0.262Juan Carlos Jancko:0.262 - 14.157Q - 92.3794.20 - 105.77X = 3.624

Hoja8

&APgina &PTiempo (t=minutos)Caudal (Q=m3/seg)TRANSITO DE AVENIDAS

Hoja9ANEXO 5 - TABLA 9PROYECTO PRESA ULCACoef. Descarga2.20HIDROGRAMAS DE ENTRADA Y DE SALIDA (APORTES DISGREGADOS)Long. Vertedero7.00METODO DEL EMBALSE A NIVELLong. Efectiva6.40DURACION DEL EVENTO 6 HORAS Y PERIODO DE RETORNO 500 AOSCOTA INICIAL NIVEL DE AGUA (m)3703.50INTERVALOTIEMPOADUCCIONESULCAHIDROGRAMAHIDROGRAMACOTA15 minminINGRESO, IjINGRESO, IjENTRADA, Ij(Ij + Ij+1)(2Sj/t - Qj)(2Sj+1/t + Qj+1)SALIDA, QjVERTEDEROm3/sm3/sm3/sm3/sm3/sm3/sm3/s(m)(1)(2)(3s1)(3s2)(3)(4)(5)(6)(7)(8)100.000.000.002150.000.000.000.000.000.000.0000.0003300.0040.7040.7040.7040.6940.700.0060.0054450.00185.71185.71226.42267.08267.110.0120.0095600.00441.81441.81627.52894.53894.600.0360.0196750.00646.17646.171087.981982.151982.510.1800.0557900.00715.71715.711361.883343.653344.030.1940.05781050.00659.74659.741375.454718.444719.100.3300.08291200.00526.61526.611186.355904.005904.780.3940.092101350.00373.97373.97900.576803.616804.570.4770.105111500.00258.64258.64632.617435.037436.220.5930.121121650.00181.47181.47440.117873.717875.140.7150.137131800.00126.35126.35307.828179.968181.540.7860.146141950.0087.3487.34213.708391.918393.660.8770.157152100.0059.3659.36146.708536.728538.610.9430.165162250.0040.7040.70100.068634.398636.791.2000.194172400.0028.8328.8369.548701.798703.921.0660.179182550.0020.3520.3549.188748.708750.971.1370.187192700.0013.5713.5733.928780.328782.621.1480.188202850.008.488.4822.058800.028802.371.1760.191213000.005.095.0913.578811.118813.591.2400.198223150.002.542.547.638816.378818.741.1830.192233300.000.850.853.398817.418819.771.1770.191243450.000.000.000.000.000.001.1660.190253600.000.000.000.000.000.001.1570.189263750.000.000.000.000.000.001.1420.187273900.000.000.000.000.000.001.1410.187284050.000.000.000.000.000.001.1430.187294200.000.000.000.000.000.001.1420.187304350.000.000.000.000.000.001.1300.186314500.000.000.000.000.000.001.1310.186324650.000.000.000.000.000.001.1270.186334800.000.000.000.000.000.001.1500.188344950.000.000.000.000.000.001.0900.182355100.000.000.000.000.000.001.0840.181365250.000.000.000.000.000.001.0730.180375400.000.000.000.000.000.001.0640.179385550.000.000.000.000.000.001.0530.178395700.000.000.000.000.000.001.0530.178405850.000.000.000.000.000.001.0530.178416000.000.000.000.000.000.001.0220.174TiempoHidrogramaHidrogramatEntradaSalida(min)(Q=m3/seg)(Q=m3/seg)00.0000.000150.0000.0003040.7040.00645185.7110.01260441.8060.03675646.1730.18090715.7090.194105659.7410.330120526.6060.394135373.9670.477150258.6390.593165181.4710.715180126.3510.78619587.3440.87721059.3600.94322540.7041.20024028.8321.06625520.3521.13727013.5681.1482858.4801.1763005.0881.2403152.5441.1833300.8481.1773450.0001.1663600.0001.1573750.0001.1423900.0001.1414050.0001.1434200.0001.1424350.0001.1304500.0001.1314650.0001.1274800.0001.1504950.0001.0905100.0001.0845250.0001.0735400.0001.0645550.0001.0535700.0001.0535850.0001.0536000.0001.022

Hoja9

&APgina &PTiempo (t=minutos)Caudal (Q=m3/seg)TRANSITO DE AVENIDAS

Hoja11ANEXO 5 - TABLA 8PROYECTO PRESA ULCACoef. Descarga2.20HIDROGRAMAS DE ENTRADA Y DE SALIDA (APORTES DISGREGADOS)Long. Vertedero7.00METODO DEL EMBALSE A NIVELLong. Efectiva6.40DURACION DEL EVENTO 6 HORAS Y PERIODO DE RETORNO 500 ANOSCOTA INICIAL NIVEL DE AGUA (m)4.061234567INTERVALOTIEMPOADUCCIONESULCAHIDROGRAMAHIDROGRAMACOTA15 minminINGRESO, IjINGRESO, IjENTRADA, Ij(Ij + Ij+1)(2Sj/t - Qj)(2Sj+1/t + Qj+1)SALIDA, QjVERTEDEROCAUDAL(2S/t + Q)m3/sm3/sm3/sm3/sm3/sm3/sm3/s(m)"Q"0(1)(2)(3s1)(3s2)(3)(4)(5)(6)(7)(8)m3/sm3/s100.000.000.02150.000.000.000.00.00.00.00.00.000DIVX1Y1X2Y2XY3300.0040.7040.7040.70384(40.70384)40.7038440.703842.029340.450.445248694610.0000.450.45185.71126185.7112594450.00185.71185.71226.41510(267.11893)185.71126226.415106.370921.261.259353484915600.00441.81441.81627.51750(894.63643)360.39856627.5175012.570392.312.313580082916750.00646.17646.171,087.97966193.14323193.343230.100000.036953.563.561989556417900.00715.71715.711,361.882571,554.771021,555.025800.127390.043424.984.9780317396181050.00659.74659.741,375.450512,929.885682,930.221530.167920.052206.54200.54453387510.032630122391200.00526.61526.611,186.347274,115.897114,116.232950.167920.052208.25376.86414109820.0218808858101350.00373.97373.97900.572415,016.118255,016.469520.175630.0537910.07554.24128085010.0181776931111500.00258.64258.64632.605485,648.495485,648.723730.114130.0403512.02573.83612647490.0209497349121650.00181.47181.47440.110246,085.043226,088.605721.781250.2520114.08593.63548591410.0237182587131800.00126.35126.35307.822776,389.460906,392.865991.702550.2445316.24613.63362698630.0264717426141950.0087.3487.34213.695156,599.847576,603.156051.654240.2398818.51633.82562127940.0292014713152100.0059.3659.36146.703416,743.498706,746.550981.526140.2273320.87654.2071721050.0319008593162250.0040.7040.70100.063606,841.226306,843.562301.168000.1902123.32674.7744900050.0345649595172400.0028.8328.8369.535726,781.248836,910.7620264.756602.7655925.87695.52441439290.0371900844182550.0020.3520.3549.183806,702.475826,830.4326363.978412.7433928.50716.44524475210.0397740325192700.0013.5713.5733.919866,610.260846,736.3956863.067422.7172831.21737.52536368540.042315461202850.008.488.4822.047916,508.190596,632.3087562.059082.6882434.00758.76229793050.0448131703213000.005.095.0913.567956,399.782286,521.7585360.988132.6572336.88780.15376324060.0472664351223150.002.542.547.631976,287.653426,407.4142559.880422.6249539.82801.69765839190.0496749036233300.000.850.853.391996,173.539226,291.0454058.753092.591900.0000243450.000.000.000.00.00.00.00.00.0000253600.000.000.000.00.00.00.00.00.0000263750.000.000.000.00.00.00.00.00.0000273900.000.000.000.00.00.00.00.00.0000284050.000.000.000.00.00.00.00.00.0000294200.000.000.000.00.00.00.00.00.0000304350.000.000.000.00.00.00.00.00.0000314500.000.000.000.00.00.00.00.00.0000324650.000.000.000.00.00.00.00.0334800.000.000.000.00.00.00.00.0344950.000.000.000.00.00.00.00.0355100.000.000.000.00.00.00.00.0365250.000.000.000.00.00.00.00.0375400.000.000.000.00.00.00.00.0385550.000.000.000.00.00.00.00.0395700.000.000.000.00.00.00.00.0405850.000.000.000.00.00.00.00.0416000.000.000.000.00.00.00.00.0TiempoHidrogramaHidrogramatEntradaSalida(min)(Q=m3/seg)(Q=m3/seg)00.000.00150.000.003040.7040.7045185.71226.4260441.81627.5275646.170.1090715.710.13105659.740.17120526.610.17135373.970.18150258.640.11165181.471.78180126.351.7019587.341.6521059.361.5322540.701.1724028.8364.7625520.3563.9827013.5763.072858.4862.063005.0960.993152.5459.883300.8558.753450.000.003600.000.003750.000.003900.000.004050.000.004200.000.004350.000.004500.000.004650.000.004800.000.004950.000.005100.000.005250.000.005400.000.005550.000.005700.000.005850.000.006000.000.00

Hoja11000040.70383762580.262185.71125916773.624441.806237563416.245646.173422309736.936715.709144920460.849659.741368184982.184526.605899283997.032373.9665081871104.159258.6389682473104.859181.4712760817101.471126.351495963495.73587.34365157288.72859.359763204381.16540.703837625873.53728.831884984966.186520.351918812959.29213.567945875352.98.47996617247.0345.087979703241.692.543989851636.860.847996617232.52

&APgina &PTiempo (t=minutos)Caudal (Q=m3/seg)TRANSITO DE AVENIDAS

Hoja10ANEXO 5 - TABLA 10PROYECTO PRESA ULCACoef. Descarga2.20HIDROGRAMAS DE ENTRADA Y DE SALIDA (APORTES DISGREGADOS)Long. Vertedero7.00METODO DEL EMBALSE A NIVELLong. Efectiva6.40DURACION DEL EVENTO 6 HORAS Y PERIODO DE RETORNO 500 ANOSCOTA INICIAL NIVEL DE AGUA (m)3703.50INTERVALOTIEMPOADUCCIONESHIDROGRAMAHIDROGRAMACOTA15 minminINGRESO, IjINGRESO, IjENTRADA, Ij(Ij + Ij+1)(2Sj/t - Qj)(2Sj+1/t + Qj+1)SALIDA, QjVERTEDEROm3/sm3/sm3/sm3/sm3/sm3/sm3/s(m)(1)(2)(3s1)(3s2)(3)(4)(5)(6)(7)(8)100.000.000.002150.000.000.000.000.000.000.000.003300.0040.7040.7040.7040.6940.700.010.014450.00185.71185.71226.42267.09267.110.010.015600.00441.81441.81627.52894.54894.600.030.026750.00646.17646.171087.981982.361982.520.080.037900.00715.71715.711361.883343.923344.240.160.0581050.00659.74659.741375.454718.894719.370.240.0791200.00526.61526.611186.355904.605905.240.320.08101350.00373.97373.97900.576804.376805.170.400.09111500.00258.64258.64632.617435.987436.980.500.11121650.00181.47181.47440.117874.937876.090.580.12131800.00126.35126.35307.828181.458182.750.650.13141950.0087.3487.34213.708393.728395.140.710.14152100.0059.3659.36146.708538.898540.430.770.14162250.0040.7040.70100.068637.318638.950.820.15172400.0028.8328.8369.548705.138706.850.860.16182550.0020.3520.3549.188752.498754.310.910.16192700.0013.5713.5733.928784.558786.410.930.16202850.008.488.4822.058804.708806.600.950.17213000.005.095.0913.578816.378818.270.950.17223150.002.542.547.638822.088824.000.960.17233300.000.850.853.398823.558825.470.960.17243450.000.000.000.000.000.000.950.17253600.000.000.000.000.000.000.950.17263750.000.000.000.000.000.000.950.17273900.000.000.000.000.000.000.940.16284050.000.000.000.000.000.000.940.16294200.000.000.000.000.000.000.930.16304350.000.000.000.000.000.000.930.16314500.000.000.000.000.000.000.930.16324650.000.000.000.000.000.000.920.16334800.000.000.000.000.000.000.920.16344950.000.000.000.000.000.000.920.16355100.000.000.000.000.000.000.920.16365250.000.000.000.000.000.000.910.16375400.000.000.000.000.000.000.910.16385550.000.000.000.000.000.000.910.16395700.000.000.000.000.000.000.910.16405850.000.000.000.000.000.000.900.16416000.000.000.000.000.000.000.890.16TiempoHidrogramaHidrogramatEntradaSalida(min)(Q=m3/seg)(Q=m3/seg)00.000.00150.000.003040.700.0145185.710.0160441.810.0375646.170.0890715.710.16105659.740.24120526.610.32135373.970.40150258.640.50165181.470.58180126.350.6519587.340.7121059.360.7722540.700.8224028.830.8625520.350.9127013.570.932858.480.953005.090.953152.540.963300.850.963450.000.953600.000.953750.000.953900.000.944050.000.944200.000.934350.000.934500.000.934650.000.924800.000.924950.000.925100.000.925250.000.915400.000.915550.000.915700.000.915850.000.906000.000.89

Hoja10

&APgina &PTiempo (t=minutos)Caudal (Q=m3/seg)TRANSITO DE AVENIDAS