Curva HvsV&a Corregido
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CURV DATOS Vutil = 34.45 MMC A Vevap = 3.31 MMC 0.275552 Ev Vmuerto = 3.45 MMC C Vtotal = 41.20 MMC Ve Borde Libre 1.20 m Lamina vertido 1.20 m H 42.09 m COTA m.s.n.m Vol. Acum. Vol. Alm FONDO 4,398.00 0.00 0.00 NEM NAMIO 4,403.89 3.45 3.45 NAMO 4,438.89 41.20 37.76 NAME 4,440.09 42.87 1.67 CORONA 4,440.09 42.87 LCULO DE VOLÚMENES DE ALMACENAMIENTO ID 1 4398 0 0 0 2 4399 36400.4063 3.64 18,200.20 3 4400 746181.2938 74.62 391,290.85 4 4401 767412.0951 76.74 756,796.69 5 4402 782417.2269 78.24 774,914.66 6 4403 796064.4032 79.61 789,240.82 7 4404 809850.4538 80.99 802,957.43 8 4405 823775.3786 82.38 816,812.92 9 4406 837839.1778 83.78 830,807.28 10 4407 852041.8512 85.20 844,940.51 11 4408 866383.399 86.64 859,212.63 12 4409 880863.821 88.09 873,623.61 13 4410 895483.1173 89.55 888,173.47 14 4411 910241.2879 91.02 902,862.20 15 4412 925138.3327 92.51 917,689.81 16 4413 940174.2519 94.02 932,656.29 17 4414 955349.0454 95.53 947,761.65 18 4415 970662.7131 97.07 963,005.88 19 4416 986115.2551 98.61 978,388.98 20 4417 1001706.6715 100.17 993,910.96 21 4418 1017436.9621 101.74 ### 22 4419 1033306.127 103.33 ### 23 4420 1049314.1662 104.93 ### 24 4421 1065461.0796 106.55 ### Elevación ( m.s.n.m. ) Área ( m 2 ) Área ( Ha ) Vol. Par. ( m 3 )
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Transcript of Curva HvsV&a Corregido
HvsAvsV
Calculos NivelesCURVA REA - VOLUMEN - ALTURACalculo de perdida por evaporacion con el area de espejo maximoDATOSEvaporacion2400mm/aoIteracionVt'NAMOAeVeVutil =34.45MMCA0.792137.904,436.45133.253.198096Vevap =3.31MMC0.275552Ev200241.104,438.81137.633.303096Vmuerto =3.45MMCC2341.204,438.89137.773.306504Vtotal =41.20MMC441.204,438.89137.783.306624Ve0.32MMC541.204,438.89137.783.306624Borde Libre1.20mLamina vertido1.20m3.8016491318H42.09mCalculo de perdida por evaporacion con el area de espejo medioCOTAm.s.n.mVol. Acum.Vol. AlmIteracionVt'NAMOAeVeFONDO4,398.000.000.00137.904,436.45133.253.198096NEMNAMIO4,403.893.453.45NMOE241.104,438.81137.633.250596NAMO4,438.8941.2037.76341.154,438.85137.703.251448NAME4,440.0942.871.67441.154,438.85137.703.251472CORONA4,440.0942.87541.154,438.85137.703.251472641.154,438.85137.703.251472CALCULO DE VOLMENES DE ALMACENAMIENTOIDElevacin( m.s.n.m. )rea( m2 )rea( Ha )Vol. Par.( m3 )Vol. Acum.( m3 )Vol. Acum.( MMC )14398000002439936400.40633.6418,200.2018,200.200.0234400746181.293874.62391,290.85409,491.050.4144401767412.095176.74756,796.691,166,287.751.1754402782417.226978.24774,914.661,941,202.411.9464403796064.403279.61789,240.822,730,443.222.7374404809850.453880.99802,957.433,533,400.653.5384405823775.378682.38816,812.924,350,213.574.3594406837839.177883.78830,807.285,181,020.855.18104407852041.851285.20844,940.516,025,961.366.03114408866383.39986.64859,212.636,885,173.996.89124409880863.82188.09873,623.617,758,797.607.76134410895483.117389.55888,173.478,646,971.078.65144411910241.287991.02902,862.209,549,833.279.55154412925138.332792.51917,689.8110,467,523.0810.47164413940174.251994.02932,656.2911,400,179.3711.40174414955349.045495.53947,761.6512,347,941.0212.35184415970662.713197.07963,005.8813,310,946.9013.31194416986115.255198.61978,388.9814,289,335.8814.292044171001706.6715100.17993,910.9615,283,246.8515.282144181017436.9621101.741,009,571.8216,292,818.6616.292244191033306.127103.331,025,371.5417,318,190.2117.322344201049314.1662104.931,041,310.1518,359,500.3518.362444211065461.0796106.551,057,387.6219,416,887.9819.422544221081746.8674108.171,073,603.9720,490,491.9520.492644231098171.5295109.821,089,959.2021,580,451.1521.582744241114735.0658111.471,106,453.3022,686,904.4522.692844251131437.4764113.141,123,086.2723,809,990.7223.812944261148278.7614114.831,139,858.1224,949,848.8424.953044271165258.9206116.531,156,768.8426,106,617.6826.113144281182377.9541118.241,173,818.4427,280,436.1127.283244291199635.8618119.961,191,006.9128,471,443.0228.473344301217032.6439121.701,208,334.2529,679,777.2829.683444311234568.3003123.461,225,800.4730,905,577.7530.913544321252242.8309125.221,243,405.5732,148,983.3132.153644331270056.2359127.011,261,149.5333,410,132.8533.413744341288008.5151128.801,279,032.3834,689,165.2234.693844351306099.6686130.611,297,054.0935,986,219.3135.993944361324329.6964132.431,315,214.6837,301,434.0037.304044371342698.5985134.271,333,514.1538,634,948.1438.634144381361206.3749136.121,351,952.4939,986,900.6339.994244391379853.0255137.991,370,529.7041,357,430.3341.364344401398638.548139.861,389,245.7942,746,676.1242.754444411417562.5904141.761,408,100.5744,154,776.6944.154544421436624.9031143.661,427,093.7545,581,870.4345.584644431455825.4861145.581,446,225.1947,028,095.6347.034744441475164.3394147.521,465,494.9148,493,590.5448.494844451494640.1162149.461,484,902.2349,978,492.7749.984944461514234.0424151.421,504,437.0851,482,929.8551.485044471550568.2595155.061,532,401.1553,015,331.0053.025144481647913.8489164.791,599,241.0554,614,572.0554.615244491852505.5623185.251,750,209.7156,364,781.7656.365344503251175.8314325.122,551,840.7058,916,622.4658.9254555657Datos para el grafico (no borrar)NAMIO 4403.89 m.s.n.m.4,403.8904,403.893.45NAMO 4438.89 m.s.n.m.4,438.8904,438.8941.20NAME 4440.09 m.s.n.m.4,440.0904,440.0942.87CORONA 4440.09 m.s.n.m.4,440.0904,440.0942.87
Elevacion - Area - Volumen4440.0884440.0884438.8884403.89439843984440.0884440.0884438.8884403.8943994399440044004401440144024402440344034404440444054405440644064407440744084408440944094410441044114411441244124413441344144414441544154416441644174417441844184419441944204420442144214422442244234423442444244425442544264426442744274428442844294429443044304431443144324432443344334434443444354435443644364437443744384438443944394440444044414441444244424443444344444444444544454446444644474447444844484449444944504450
CORONA 4440.09 m.s.n.m.NAME 4440.09 m.s.n.m.NAMO 4438.89 m.s.n.m.NAMIO 4403.89 m.s.n.m.Volumen vs AlturaArea vs AlturaVolumen de Almacenamiento (MMC)Altura (msnm)Area de Espejo de Agua (Ha)Altura (msnm)CURVA - AREA - VOLUMEN - ALTURA DEL EMBALSE
VertederoVertederoh1.20Altura de excedenciaC2L?Q5.2Q max avenidaL=1.98CoronaH de presa42.09Knappenb10.711.0Preeceb8.1USA6ITALIA8.41.554.3036.20cORONA-nem272.40L137.69LONGITUD DE PRESAa ALTURA DEL NEMMetodoAltura de Olapromedio0.6Diakon0.246151243mStevenson Molitor0.6226568649mASCE0.8mBoRno se ajustamDatosV4.7m/sF1.86kmP12mV16.75Km/hV402km/diaBorde LibreBl1.20
Tuberia de descargaNAMINO= NEM + H + D/2H= V^2/(2*g)*(1+f*L/D)V1.8m/sg9.81f0.016L137.69D0.6CALCULO DEL NUMERO DE TUBERIASQ2.02Vmax2D0.6n3.57214427834V calculado1.78611.8EntoncesH0.77altura para naminoNAMINO4,404.96
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