Curva alt-vol-areaCURVA DE ALMACENAMIENTO DEL VASO DE LA QUEBRADA ILLAWASIPROYECTO:CONSTRUCCION DE LA REPRESA ILLAWASI - MANALLASACC, VALENZUELA, SECCCHAPAMPA, QUISUARCANCHA, CONDORCCOCHA, DISTRITO DE CHIARA, PROVINCIA DE HUAMANGA AYACUCHO.

A) DATOS DE ALTITUD Y AREA DEL VASOALTITUDAREA DE ESPEJO DE AGUADETALLE(m.s.n.m)(m2)3,876.00143.46Cota de fondo de rio Occoro3,877.001,491.093,878.002,579.533,879.004,125.643,880.005,863.783,881.007,904.393,882.0010,154.353,883.0012,405.013,884.0014,654.593,885.0016,962.583,886.0019,766.123,887.0022,330.483,888.0025,036.943,889.0027,922.813,890.0031,579.073,891.0035,839.673,892.0040,705.473,893.0045,689.003,894.0050,936.723,895.0056,555.053,896.0062,072.593,897.0067,936.013,898.0074,149.483,899.0080,491.893,900.0086,892.253,901.0093,559.003,902.00100,937.673,903.00108,364.303,904.00116,338.173,905.00124,270.623,906.00132,234.813,907.00140,703.853,908.00149,322.243,909.00158,786.573,910.00168,082.613,911.00177,937.703,912.00187,776.343,913.00197,691.703,914.00207,759.353,915.00217,979.293,916.00228,600.603,917.00239,946.863,918.00251,580.093,919.00263,397.513,920.00275,452.493,921.00281,792.723,922.00288,281.873,923.00294,771.123,924.00301,315.663,925.00307,916.013,926.00314,566.943,927.00321,291.853,928.00328,059.003,929.00334,867.643,930.00341,750.81Total7,459,523.36

B) CALCULO DEL VOLUMEN ACUMULADO:ALTITUDAREA DE ESPEJO DE AGUAVOLUMEN (m3)(m.s.n.m)(m2)PARCIALACUMULADO3,876.00143.460.000.003,877.001,491.09817.28817.283,878.002,579.532,035.312,852.593,879.004,125.643,352.596,205.173,880.005,863.784,994.7111,199.883,881.007,904.396,884.0918,083.973,882.0010,154.359,029.3727,113.343,883.0012,405.0111,279.6838,393.023,884.0014,654.5913,529.8051,922.823,885.0016,962.5815,808.5967,731.403,886.0019,766.1218,364.3586,095.753,887.0022,330.4821,048.30107,144.053,888.0025,036.9423,683.71130,827.763,889.0027,922.8126,479.88157,307.643,890.0031,579.0729,750.94187,058.583,891.0035,839.6733,709.37220,767.953,892.0040,705.4738,272.57259,040.523,893.0045,689.0043,197.24302,237.753,894.0050,936.7248,312.86350,550.613,895.0056,555.0553,745.89404,296.507834.92892316463,896.0062,072.5959,313.82463,610.323,897.0067,936.0165,004.30528,614.623,898.0074,149.4871,042.75599,657.363,899.0080,491.8977,320.69676,978.054211199.883,900.0086,892.2583,692.07760,670.123,901.0093,559.0090,225.63850,895.744,211,199.883,902.00100,937.6797,248.34948,144.083,903.00108,364.30104,650.991,052,795.063,904.00116,338.17112,351.241,165,146.303,905.00124,270.62120,304.401,285,450.693,906.00132,234.81128,252.721,413,703.413,907.00140,703.85136,469.331,550,172.743,908.00149,322.24145,013.051,695,185.783,909.00158,786.57154,054.411,849,240.193,910.00168,082.61163,434.592,012,674.783,911.00177,937.70173,010.162,185,684.933,912.00187,776.34182,857.022,368,541.953,913.00197,691.70192,734.022,561,275.973,914.00207,759.35202,725.532,764,001.503,915.00217,979.29212,869.322,976,870.823,916.00228,600.60223,289.953,200,160.763,917.00239,946.86234,273.733,434,434.493,918.00251,580.09245,763.483,680,197.973,919.00263,397.51257,488.803,937,686.773,920.00275,452.49269,425.004,207,111.773,921.00281,792.72278,622.614,485,734.373,922.00288,281.87285,037.304,770,771.673,923.00294,771.12291,526.505,062,298.163,924.00301,315.66298,043.395,360,341.553,925.00307,916.01304,615.845,664,957.393,926.00314,566.94311,241.485,976,198.863,927.00321,291.85317,929.406,294,128.263,928.00328,059.00324,675.436,618,803.683,929.00334,867.64331,463.326,950,267.003,930.00341,750.81338,309.237,288,576.23Total7,459,523.367,288,576.23109,070,629.77VOLUMEN PARCIAL Donde: Vol =Volumen parcial (m3) A1 =Area del espejo de agua inicial (m2) A2 =Area del espejo de agua siguiente (m2) H =Diferencia de altura entre 2 espejos de agua (m)C) CURVA ALTITUD - VOLUMEN - AREA DEL VASOALTITUDAREA ESPEJOAREA DE ESPEJO DE AGUAVOLUMEN VOLUMEN(m.s.n.m)(m2)(Has)ACUMUL. (m3)(MM3)3,876.00143.460.010.000.003,877.001,491.090.15817.280.003,878.002,579.530.262,852.590.003,879.004,125.640.416,205.170.013,880.005,863.780.5911,199.880.018,614.353,881.007,904.390.7918,083.970.023,882.0010,154.351.0227,113.340.033,883.0012,405.011.2438,393.020.043,884.0014,654.591.4751,922.820.053,885.0016,962.581.7067,731.400.073,886.0019,766.121.9886,095.750.093,887.0022,330.482.23107,144.050.113,888.0025,036.942.50130,827.760.133,889.0027,922.812.79157,307.640.163,890.0031,579.073.16187,058.580.193,891.0035,839.673.58220,767.950.223,892.0040,705.474.07259,040.520.263,893.0045,689.004.57302,237.750.303,894.0050,936.725.09350,550.610.353,895.0056,555.055.66404,296.500.403,896.0062,072.596.21463,610.320.463,897.0067,936.016.79528,614.620.533,898.0074,149.487.41599,657.360.603,899.0080,491.898.05676,978.050.683,900.0086,892.258.69760,670.120.763,901.0093,559.009.36850,895.740.853,902.00100,937.6710.09948,144.080.953,903.00108,364.3010.841,052,795.061.053,904.00116,338.1711.631,165,146.301.173,905.00124,270.6212.431,285,450.691.293,906.00132,234.8113.221,413,703.411.414,211,199.883,907.00140,703.8514.071,550,172.741.553,908.00149,322.2414.931,695,185.781.703,909.00158,786.5715.881,849,240.191.853,910.00168,082.6116.812,012,674.782.013,911.00177,937.7017.792,185,684.932.193,912.00187,776.3418.782,368,541.952.373,913.00197,691.7019.772,561,275.972.563,914.00207,759.3520.782,764,001.502.763,915.00217,979.2921.802,976,870.822.983,916.00228,600.6022.863,200,160.763.203,917.00239,946.8623.993,434,434.493.433,918.00251,580.0925.163,680,197.973.683,919.00263,397.5126.343,937,686.773.943,920.00275,452.4927.554,207,111.774.213,921.00281,792.7228.184,485,734.374.493,922.00288,281.8728.834,770,771.674.773,923.00294,771.1229.485,062,298.165.063,924.00301,315.6630.135,360,341.555.363,925.00307,916.0130.795,664,957.395.663,926.00314,566.9431.465,976,198.865.983,927.00321,291.8532.136,294,128.266.294211199.883,928.00328,059.0032.816,618,803.686.623,929.00334,867.6433.496,950,267.006.953,930.00341,750.8134.187,288,576.237.29Total7,459,523.36745.95

CURVA ALTITUD - VOLUMEN - AREA DEL VASO

VolSedMtVOLUMEN DE SEDIMENTOS O AZOLVES CUENCA RIO ILLAWASIPROYECTO:CONSTRUCCION DE LA REPRESA ILLAWASI - MANALLASACC, VALENZUELA, SECCCHAPAMPA, QUISUARCANCHA, CONDORCCOCHA, DISTRITO DE CHIARA, PROVINCIA DE HUAMANGA AYACUCHO.

CALCULO DE APORTACION DE SEDIMENTOS

FORMULAS EMPIRICAS PARTICULARES

A) DATOS:Altitud4,095.00
WILFREDO SOTO LEON: WILFREDO SOTO LEON:altitud de frecuencia media de la cuencamsnmArea de la cuenca18.49Km2Capacidad total inicial del embalse0.00m3Longitud del colector principal6.96KmCota maxima4300Desnivel mximo de elevacin en cuenca415.00mCota minima3885Altura media de la cuenca (curva hipsomet.)4,095.00msnmArea de la cuenca con vegetacin6.47Km2Pendiente de la cuenca7.36%Precipitacin media anual1,080.34mm

B) FORMULAS EMPIRICAS:Formula de L.C. GOTTSCHALK

4.45s = Magnitud de la sedimentacin ocurrida en un embalse, en m34450000C = Capacidad total propuesta para el vaso, en m34,200,000.00
WILFREDO SOTO LEON: WILFREDO SOTO LEON:demanda de agua m34200000A = Area de la cuenca del Embalse en Km2.18.49Km24.45T = Lapso en el que ocurrir la Sedimentacin del vaso en aos50.00aosS =248,774.40m3 =269.09(m3/Km2/ao)

Frmula de NAMBA

AS = Aportacin de sedimentos, en m3/Km2/aoP = Precipitacin media anual , en mm1,080.34mmH = Desnivel total de las elevaciones de la cuenca, en m.415.00mF = Relacin del area desnudo al rea de suelo cubierto de vegetacin en %1.86%AS =514.40(m3/Km2/ao)

RESUMENAporte de slidos en m3/Km2/ao

GOTTSCHALKNAMBAAS Mximo(m3/Km2/ao)(m3/Km2/ao)(m3/Km2/ao)269.09514.40391.75

Aporte anual de slidos en volumen MMC/Km2/ao

GOTTSCHALKNAMBAAS Mximo(MMC/Km2/ao)(MMC/Km2/ao)(m3/Km2/ao)0.00030.00050.00

Para una vida til de 50 aos el volumen (MMC) ser:20

0.00540.01030.0078VOL. SEDIMENTOS(M3)7,834.93

Por tratarse de una paquea presa ,en la que se puede descargar todo el embalse en periodos de estiaje ,el sedimento se puede manejar a traves de una limpieza y descolmatacion del vaso

NIV PRESADIMENSIONAMIENTO HIDROLOGICO DEL VASO ILLAWASIPROYECTO:CONSTRUCCION DE LA REPRESA ILLAWASI - MANALLASACC, VALENZUELA, SECCCHAPAMPA, QUISUARCANCHA, CONDORCCOCHA, DISTRITO DE CHIARA, PROVINCIA DE HUAMANGA AYACUCHO.CALCULO DE LAS CARACTERISTICAS HIDRAULICAS DE LA PRESA38763875.51.-VOLUMEN REQUERIDO :-0.50Volumen util requerido :4.200E+06m3913.50Altura de la base de eje de presa:3875.50msnm0.67

HCOTAVol.NAMINVol.HRHNAMEH.NAMINH.NAMOHTOTAL2.-CALCULO DEL VOLUMEN MUERTO (VM):Interpolacion Para CotaAltitudVolumenAltitudAreaVolumen de Sedimentos=7,834.93m3,879.006,205.173,876.000.003,876.00143.460.003,8761.120E+044.306E+063920.653880.003920.363922.39Cota volumen muerto=3,880.00Asumido en funcion al vol. sedimento3879.337,834.933,877.00817.283,877.001,491.091.003,8771.120E+044.306E+063920.653880.003920.363922.39VM =1.120E+04m3,880.0011,199.883,878.002,852.593,878.002,579.532.003,8781.120E+044.306E+063920.653880.003920.363922.393,879.006,205.173,879.004,125.643.003,8791.120E+044.306E+063920.653880.003920.363922.393.-CALCULO DEL NAMIN:3,880.0011,199.883,880.005,863.784.003,8801.120E+044.306E+063920.653880.003920.363922.39Con el volumen de sedimentos calculados y la cota asumido ,el nivel de aguas minimas es:Interpolacion Para Volumen3,881.0018,083.973,881.007,904.395.003,8811.120E+044.306E+063920.653880.003920.363922.39NAMIN =3880.00msnm 6,205.173,879.003,882.0027,113.343,882.0010,154.356.003,8821.120E+044.306E+063920.653880.003920.363922.39h =4.50msnm 11,199.883,880.003,883.0038,393.023,883.0012,405.017.003,8831.120E+044.306E+063920.653880.003920.363922.3911,199.883,880.003,884.0051,922.823,884.0014,654.598.003,8841.120E+044.306E+063920.653880.003920.363922.394.-CALCULO DEL VOLUMEN TOTAL(VT)3,885.0067,731.403,885.0016,962.589.003,8851.120E+044.306E+063920.653880.003920.363922.39VT = VM+VR3,886.0086,095.753,886.0019,766.1210.003,8861.120E+044.306E+063920.653880.003920.363922.39VT = 4.211E+06m3,887.00107,144.053,887.0022,330.4811.003,8871.120E+044.306E+063920.653880.003920.363922.39El valor de VT se tabula en funcion de altitud del vaso con respecto al volumen de almacenamiento3,888.00130,827.763,888.0025,036.9412.003,8881.120E+044.306E+063920.653880.003920.363922.39Cota vol. Requerido=3920.01msnmInterpolacion Para Cota3,889.00157,307.643,889.0027,922.8113.003,8891.120E+044.306E+063920.653880.003920.363922.39HR =44.51m 3,920.004,207,111.773,890.00187,058.583,890.0031,579.0714.003,8901.120E+044.306E+063920.653880.003920.363922.393920.014,211,199.883,891.00220,767.953,891.0035,839.6715.003,8911.120E+044.306E+063920.653880.003920.363922.393,921.004,485,734.373,892.00259,040.523,892.0040,705.4716.003,8921.120E+044.306E+063920.653880.003920.363922.395.-CALCULO DE VOLUMEN DE EVAPORACION:3,893.00302,237.753,893.0045,689.003,8931.120E+044.306E+063920.653880.003920.363922.393,894.00350,550.613,894.0050,936.723,895.00404,296.503,895.0056,555.05Vev =1.08E+04m4211199.883,896.00463,610.323,896.0062,072.596.-CALCULO DE VOLUMEN DE INFILTRACION:3,897.00528,614.623,897.0067,936.01Infiltracin Vinf = C*%VA3,898.00599,657.363,898.0074,149.48Regular Permeabilidad : 2*1%VA8.422E+04m3,899.00676,978.053,899.0080,491.893,900.00760,670.123,900.0086,892.257.-CALCULO DE VOLUMEN TOTAL ALMACENADO3,901.00850,895.743,901.0093,559.00VTA=4.31E+06m3,902.00948,144.083,902.00100,937.67HR =44.86m3,903.001,052,795.063,903.00108,364.30NAMO=3920.36msnm3,904.001,165,146.303,904.00116,338.173,905.001,285,450.693,905.00124,270.623,906.001,413,703.413,906.00132,234.818.-CALCULO DEL NIVEL DE AGUAS MAXIMAS EXTRAORDINARIA (NAME)3,907.001,550,172.743,907.00140,703.85NAME = NAMO +Y3,908.001,695,185.783,908.00149,322.24Y : Tirante del vertedero, se obtuvo por el mtodo de Piscina nivelada3,909.001,849,240.193,909.00158,786.57Y =0.30m3,910.002,012,674.783,910.00168,082.61De donde :3,911.002,185,684.933,911.00177,937.70HE =45.15m3,912.002,368,541.953,912.00187,776.34NAME =3920.65msnm3,913.002,561,275.973,913.00197,691.703,914.002,764,001.503,914.00207,759.359.-CALCULO DEL BORDO LIBRE NORMAL3,915.002,976,870.823,915.00217,979.29DEBIDO AL VIENTO:3,916.003,200,160.763,916.00228,600.60A).-Se utiliz la frmula de Stevenson Molitor3,917.003,434,434.493,917.00239,946.86Fuente: seminario de presas enrocado Anexo V-63,918.003,680,197.973,918.00251,580.093,919.003,937,686.773,919.00263,397.513,920.004,207,111.773,920.00275,452.49donde3,921.004,485,734.373,921.00281,792.72F : Fetch en Kilometros3,922.004,770,771.673,922.00288,281.87F=1.346Km1345.593,923.005,062,298.163,923.00294,771.12V=14.4
WILFREDO SOTO LEON: WILFREDO SOTO LEON:velocidad promedio en la sierra peruana (2 - 4)m/segKm/h1.345593,924.005,360,341.553,924.00301,315.66ho =1.89m1+345.59 3,925.005,664,957.393,925.00307,916.01luego:ht = 1.3xhoh =2.5m3,926.005,976,198.863,926.00314,566.9443,927.006,294,128.263,927.00321,291.85 B).- Se utiliz la frmula de Diakon3,928.006,618,803.683,928.00328,059.0014.43,929.006,950,267.003,929.00334,867.643,9291.120E+044.306E+063920.653880.003920.363922.393,930.007,288,576.233,930.00341,750.813,9301.120E+044.306E+063920.653880.003920.363922.3901.120E+044.306E+063920.653880.003920.363922.39donde0F : Fetch en metrosInterpolacion Para evaporacion (E1)259,041F=1345.59m275,452.493,920.00V=3.00m/s275,545.523,920.0127.55e1P=45.15m281,792.723,921.00ho =1.79mluego:ht = 1.3xho2.185.647.8258937783Interpolacion Para evaporacion (E2)4,125.643,879.00h =2.33m5,863.783,880.000.59e25,863.783,880.00C).-Consideramos los criterios dados por BUREAU OF RECLAMATION

F (km)B.L (m) normalB.L (m) minimoInterpolacion Para Cota1.501.200.903,920.004,207,111.771.601.501.203920.364,306,186.354.001.801.503,921.004,485,734.378.002.401.8016.003.002.10

El FETCH para la presa en estudio es:1345.59mts.F = 1.346 km < 1.5 kmPor lo tanto el BORDE LIBRE para la presa sera: B.L =1.2mpues el FETCH es < 1.5 km

Altura de trepada de Ola : 30%ht = 1.3xhoht =1.60

Borde libre para el diseo=ht =1.60

10.-ALTURA TOTAL DE LA PRESA (H)H = HR + hH =46.75

a).-Factor de Acentamiento de la Presa:De acuerdo al material: Presa de tierra Se estima un acentamiento de 1.15% de la altura mxima de la presa en toda la vida util de embalse

Fap = 1.15HFap = 0.54mFap = 0.14masumidoHT=46.89

b).-Cota de coronacion3922.39m4.03.73.93.53.54.04.04.34.04.04.04.0c).-Ancho de cresta de presa (w)W = 0.24H+3W =13.765m4.04asumimosW =10.00m3.73.73.93.93.53.53.53.54.044.044.34.34.044.044.044.043.90833333330

CALCULO DE LA CURVA h-a-vCALCULO DE LA CURVA ALTITUD-AREA-VOLUMEN

PROYECTOCONSTRUCCION DE LA REPRESA ILLAWASI - MANALLASACC, VALENZUELA, SECCCHAPAMPA, QUISUARCANCHA, CONDORCCOCHA, DISTRITO DE CHIARA, PROVINCIA DE HUAMANGA AYACUCHO.

COTA m.ALTURA m.AREA m2AREA ACUMULADA m2VOLUMEN m3VOLUMEN ACUMULADO m3m2m2m3m33,8760143.46143.460.000.003,87711,491.091,634.55817.28817.283,87822,579.534,214.082,035.312,852.593,87934,125.648,339.723,352.596,205.173,88045,863.7814,203.504,994.7111,199.883,88157,904.3922,107.896,884.0918,083.973,882610,154.3532,262.249,029.3727,113.343,883712,405.0144,667.2511,279.6838,393.023,884814,654.5959,321.8413,529.8051,922.823,885916,962.5876,284.4215,808.5967,731.403,8861019,766.1296,050.5418,364.3586,095.753,8871122,330.48118,381.0221,048.30107,144.053,8881225,036.94143,417.9623,683.71130,827.763,8891327,922.81171,340.7726,479.88157,307.643,8901431,579.07202,919.8429,750.94187,058.583,8911535,839.67238,759.5133,709.37220,767.953,8921640,705.47279,464.9838,272.57259,040.523,8931745,689.00325,153.9843,197.24302,237.753,8941850,936.72376,090.7048,312.86350,550.613,8951956,555.05432,645.7553,745.89404,296.503,8962062,072.59494,718.3459,313.82463,610.323,8972167,936.01562,654.3565,004.30528,614.623,8982274,149.48636,803.8371,042.75599,657.363,8992380,491.89717,295.7277,320.69676,978.053,9002486,892.25804,187.9783,692.07760,670.123,9012593,559.00897,746.9790,225.63850,895.743,90226100,937.67998,684.6497,248.34948,144.083,90327108,364.301,107,048.94104,650.991,052,795.063,90428116,338.171,223,387.11112,351.241,165,146.303,90529124,270.621,347,657.73120,304.401,285,450.693,90630132,234.811,479,892.54128,252.721,413,703.413,90731140,703.851,620,596.39136,469.331,550,172.743,90832149,322.241,769,918.63145,013.051,695,185.783,90933158,786.571,928,705.20154,054.411,849,240.193,91034168,082.612,096,787.81163,434.592,012,674.783,91135177,937.702,274,725.51173,010.162,185,684.933,91236187,776.342,462,501.85182,857.022,368,541.953,91337197,691.702,660,193.55192,734.022,561,275.973,91438207,759.352,867,952.90202,725.532,764,001.503,91539217,979.293,085,932.19212,869.322,976,870.823,91640228,600.603,314,532.79223,289.953,200,160.763,91741239,946.863,554,479.65234,273.733,434,434.493,91842251,580.093,806,059.74245,763.483,680,197.973,91943263,397.514,069,457.25257,488.803,937,686.773,92044275,452.494,344,909.74269,425.004,207,111.773,92145281,792.724,626,702.46278,622.614,485,734.373,92246288,281.874,914,984.33285,037.304,770,771.673,92347294,771.125,209,755.45291,526.505,062,298.163,92448301,315.665,511,071.11298,043.395,360,341.553,92549307,916.015,818,987.12304,615.845,664,957.393,92650314,566.946,133,554.06311,241.485,976,198.863,92751321,291.856,454,845.91317,929.406,294,128.263,92852328,059.006,782,904.91324,675.436,618,803.683,92953334,867.647,117,772.55331,463.326,950,267.003,93054341,750.817,459,523.36338,309.237,288,576.23

CUADRO DE NIVELAS CARACTERISTICOS DEL EMBALSE

DESCRIPCIONVOL. ALMACENADOCOTAALTURAVOLUMENNAMIN11,199.883880.003,920.364,306,186.35NAMO4,306,186.353920.363,930.007,288,576.23

m=309234.98b=-1208004904.96864

CUADRO NAMECUADRO NAMENAMO3,920.364,306,186.3513,920.364,306,186.353,920.464,337,109.8523,920.464,337,109.853,920.564,368,033.3533,920.564,368,033.353,920.664,398,956.8543,920.664,398,956.853,920.764,429,880.3553,920.764,429,880.353,920.864,460,803.8563,920.864,460,803.853,920.964,491,727.3473,920.964,491,727.343,921.064,522,650.8483,921.064,522,650.843,921.164,553,574.3493,921.164,553,574.343,921.264,584,497.84103,921.264,584,497.843,921.364,615,421.34113,921.364,615,421.343,921.464,646,344.84123,921.464,646,344.843,921.564,677,268.33133,921.564,677,268.333,921.664,708,191.83143,921.664,708,191.833,921.764,739,115.33153,921.764,739,115.333,921.864,770,038.83163,921.864,770,038.833,921.964,800,962.33173,921.964,800,962.333,922.064,831,885.82183,922.064,831,885.823,922.164,862,809.32193,922.164,862,809.323,922.264,893,732.82203,922.264,893,732.823,922.364,924,656.32213,922.364,924,656.32

VI.Tran. Aven (100%)CALCULO DEL TRANSITO DE AVENIDAS AL 100% DE LA MAXIMA AVENIDA PROBABLEVERTEDERO PRINCIPAL

1. HIDROGRAMA ADIMENSIONAL SCS1Tiempo de concentracion(Tc)=0.90HorasQmax(1000 aos)=32.53m3/sCaudal maximo =32.53m3/sTC=0.9hrtiempo pico(Tp)=0.80HorasPeriodo de retorno=1000.00aos

t/tptq/qpqQ(hr).m3/s-mmm3/s0.000.00.000.0000.000NO BORRARNO BORRAR0.100.10.030.9760.9760.300.20.196.1816.181t/tpQ/Qp t/tpQ/Qp 0.400.30.3110.08410.08410.000.00110.000.0010.600.50.6621.47021.47020.100.01620.100.0160.700.60.8226.67526.67530.200.07630.200.0760.800.60.9330.25330.25340.300.16140.300.1610.900.70.9932.20532.20550.400.28150.400.2811.000.81.0032.53032.53060.500.43160.500.4311.000.80.9932.20532.20570.600.60170.600.6011.201.00.9330.25330.25380.700.77180.700.7711.301.00.8026.02426.02490.800.89190.800.8911.501.20.6822.12022.120100.900.971100.900.9711.701.40.4614.96414.964111.001.001111.001.0011.901.50.3310.73510.735121.100.981121.100.9812.201.80.216.8316.831131.200.921131.200.9212.602.10.113.5783.578141.300.841141.300.8413.202.60.041.3011.301151.400.751151.400.7515.004.00.000.0000.000161.500.651161.500.651171.600.571171.600.571181.800.431181.800.431192.000.321192.000.321202.200.241202.200.241212.400.181212.400.181222.600.131222.600.131232.800.099232.800.099243.000.076243.000.076253.500.037253.500.037264.000.019264.000.019274.500.010274.500.010285.000.005285.000.005

ALTURA - DESCARGA - VOLUMEN

Qs = 1.8* L * ( H )^(3/2)Considerando :L =5.00mC=1.8Adimensionalt =0.080hrs =288seg

HSQs(por el vert.)2S/Delta t + Qsm m3m3/sm3/s29,904.0729,905.0530,119.10PREVIO0.0013NAMO3,920.364,306,186.350.000029,904.070.0000000.0012920.2846053,920.464,337,109.850.284630,119.103,920.564,368,033.350.805030,334.3729,904.0729,912.2030,119.10PREVIO0.01083,920.664,398,956.851.478930,549.790.0000000.0107630.2846053,920.764,429,880.352.276830,765.333,920.864,460,803.853.182030,980.9929,904.0729,928.4630,119.10PREVIO0.03233,920.964,491,727.344.182831,196.730.0000000.0322760.2846053,921.064,522,650.845.271031,412.573,921.164,553,574.346.439931,628.4829,904.0729,959.9830,119.10PREVIO0.07403,921.264,584,497.847.684331,844.470.0000000.0739970.2846053,921.364,615,421.349.000032,060.543,921.464,646,344.8410.383232,276.6729,904.0730,008.0530,119.10PREVIO0.13763,921.564,677,268.3311.830832,492.860.0000000.1376210.2846053,921.664,708,191.8313.340132,709.123,921.764,739,115.3314.908532,925.4329,904.0730,064.8430,119.10PREVIO0.21283,921.864,770,038.8316.534133,141.800.0000000.2127860.2846053,921.964,800,962.3318.214733,358.233,922.064,831,885.8219.948833,574.7130,119.1030,127.0930,334.37PREVIO0.30393,922.164,862,809.3221.734633,791.240.2846050.3039030.8049843,922.264,893,732.8223.570734,007.833,922.364,924,656.3225.455834,224.4630,119.1030,191.5230,334.37PREVIO0.45970.2846050.4596570.8049843. TRANSITO DE AVENIDAS: STORAGE INDICATION METHOD30,119.1030,255.7930,334.37PREVIO0.61500.2846050.6150340.804984

30,119.1030,317.6430,334.37PREVIO0.76450.2846050.7645310.804984Q eTiempoI1 + I22S/ t - Q12S/ t + Q2Qsm3/shrm3/sm3/sm3/sm3/s30,334.3730,373.1530,549.79PREVIO0.92630.000.000.0029,904.070.000.8049840.9262881.4788510.980.080.9829,905.0529,905.050.00136.180.247.1629,912.1929,912.200.010830,334.3730,420.3730,549.79PREVIO1.074010.080.3216.2729,928.4329,928.460.03230.8049841.0739921.47885121.470.4831.5529,959.9129,959.980.074026.680.5648.1530,007.9130,008.050.137630,334.3730,456.3830,549.79PREVIO1.186630.250.6456.9330,064.6330,064.840.21280.8049841.1866371.47885132.210.7262.4630,126.7830,127.090.303932.530.8064.7430,191.0630,191.520.459730,334.3730,480.8930,549.79PREVIO1.263332.210.8064.7430,255.1830,255.790.61500.8049841.2633151.47885130.250.9662.4630,316.8730,317.640.764526.021.0456.2830,372.2230,373.150.926330,334.3730,497.1930,549.79PREVIO1.314322.121.2048.1430,419.2930,420.371.07400.8049841.3143121.47885114.961.3637.0830,455.1930,456.381.186610.741.5225.7030,479.6230,480.891.263330,334.3730,506.2930,549.79PREVIO1.34286.831.7617.5730,495.8830,497.191.31430.8049841.3427621.4788513.582.0810.4130,504.9430,506.291.34281.302.564.8830,508.4730,509.821.353830,334.3730,509.8230,549.79PREVIO1.35380.004.001.3030,508.4230,509.771.35370.8049841.3538231.478851

CALCULO DEL NAME30,334.3730,509.7730,549.79PREVIO1.3537CARACTERISTICAS DEL VERTEDERO DE DEMASIAS:0.8049841.3536581.478851

L =5.00mh =29.80cm

2.27683920.761.35383920.65NAME1.83.18203920.86DATOS PARA EL HIDROGRAMA1.8TIEMPOQEQSQS*0.1140.000.000.0000.00000.1648CALCULO DEL NAME Y NAMO0.980.080.00130.00131.3295514231Por tanto:6.180.240.01080.0108DebilEl aliviadero de una longitud de 6 metros, de acuerdo a la topografa del10.080.320.03230.0323vaso, al hidrograma de avenidas mximas y al trnsito de avenidas, tendr21.470.480.07400.0740las siguientes caractersticas:26.680.560.13760.137630.250.640.21280.21281.8Nivel del NAME ser :3920.65msnm32.210.720.30390.30391.8Evacuar un caudal igual a:1.354m3/s32.530.800.45970.45970.1224Nivel del NAMO :3920.36msnm32.210.800.61500.61500.2214Altura de sobre carga =0.30m 30.250.960.76450.76451.593842227126.021.040.92630.9263DebilEn conclusin el NAME ser igual a 3920.65msnm22.121.201.07401.074014.961.361.18661.186610.741.521.26331.26336.831.761.31431.31433.582.081.34281.34281.302.561.35381.35380.004.001.35371.3537

DIMENSION DE VERTEDERO DE DEMASIAS

COTA DE CORONACION :3922.39msnm

COTA NAMO:3920.356msnm

L =5.00m

H=2.04m

REGISTRO DE EVAPORACION GOBIERNO REGIONAL DE AYACUCHOGERENCIA REGIONAL DE INFRAESTRUCTURA RED HIDROMETEOROLOGICAREGISTRO DE EVAPORACION TOTAL MENSUAL (mm)ESTACIN: CUCHOQUESERADISTRITO: CHUSCHIALTITUD:11325'50,22"SCODIGO: 007PROVINCIA: CANGALLOLATITUD: 7420'32,42"ODEPARTAMENTO: AYACUCHOLONGITUD: 3740 msnmDIAENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICTOTAL19923.784.474.963.943.093.152.532.603.443.795.073.5744.4019933.384.764.853.333.016.413.023.453.773.463.153.4246.0319943.372.812.172.502.873.313.954.383.333.50S/DS/D32.1919953.384.804.262.120.921.341.371.971.792.272.392.5029.1219963.153.073.152.662.252.122.312.452.262.682.722.8331.6519973.263.002.742.472.624.134.143.433.974.463.603.7041.5319983.133.923.153.223.773.353.853.924.063.473.413.0742.2919992.802.662.562.472.442.792.472.902.863.163.723.7034.5320002.753.142.332.782.892.752.873.164.123.314.263.4537.8120013.393.262.722.672.572.422.733.163.303.603.524.7638.0920023.763.072.692.342.352.662.553.092.763.693.464.5236.9420033.482.502.322.523.752.882.882.833.623.603.533.9037.8120043.192.502.672.752.852.542.512.622.792.853.052.8433.1520052.822.802.622.903.304.153.023.453.553.504.163.4739.7520063.633.032.622.713.403.083.493.593.774.343.153.3340.1520073.253.232.422.713.073.423.293.943.084.004.603.6840.6920082.272.352.473.17S/D2.903.693.844.353.774.234.2037.2520092.632.132.313.023.293.743.554.123.754.043.523.6139.7020102.783.493.363.543.453.734.094.294.153.843.823.0443.57PROMEDIO3.173.212.972.832.883.203.073.333.413.543.633.5338.24

Hoja1VOL AL NAMO=1020.6namo=50.4m long. Vertedero15mcoeficiente de descarga2descarga por la toma=20m3/sat=0.1horas360segv=10*e^1.18hVol. ParcialVol. AcumuladoQs50.41020.61020.6205690.00511035.001035.00385788.005210.881059.00685951.335311.881083.00986114.675412.591107.201286279.11