EJERCICIO 2 hidraulica de canales

Hoja1CURVA IPSOMETRICACURVAS DE AREAS AREAS AREAS QUE PORCENTAJEPORCENTAJE TOTALNIVELPARCIALESTOTALESQUEDAN SOBREDEL TOTALQUE QUEDA SOBREKM2KM2LAS ALTITUDES%LAS ALTITUDES4200022.02130287.54400.02040.020422.00091.52864600.20380.224221.79712.5283.54800.18880.41321.60833.52805000.21790.630921.39044.5275.55200.2910.921921.09945.52705400.35031.272220.74916.5263.55600.44561.717820.30357.52565800.47812.195919.82548.5247.56000.54712.74319.27839.52386200.58293.325918.695410.5227.56400.70684.032717.988611.52166600.95754.990217.031112.5203.56801.04636.036515.984813.51907001.41817.454614.566714.5175.57202.00369.458212.563115.51607402.267511.725710.295616.5143.57602.558114.28387.737517.51267803.145317.42914.592218.5107.58002.617520.04661.974719.5888201.475421.5220.499320.567.58400.378821.90080.120521.5468600.097421.99820.023122.523.58800.023122.0213-7E-1523.50=22.0213=287.5ELEVACION MEDIACURVAS DE AREAS ELEVACIONNIVELPARCIALES MEDIA"a x e"Em==axe"a""e"=a42004400.02044308.772Em=15671.6594600.203845091.7122.02134800.188847088.7365000.2179490106.771Em=711.659120942m.s.n.m.5200.291510148.415400.3503530185.6595600.4456550245.085800.4781570272.5176000.5471590322.7896200.5829610355.5696400.7068630445.2846600.9575650622.3756801.0463670701.0217001.4181690978.4897202.00367101422.5567402.26757301655.2757602.55817501918.5757803.14537702421.8818002.61757902067.8258201.47548101195.0748400.3788830314.4048600.097485082.798800.023187020.097=22.0213=15671.659AREA=22.0213PERIMETRO=23.6597NDICE O FACTOR DE FORMA DE UNA CUENCA

A=22.0213Km2F=F=0.600L=6.06km

NDICE DE COMPACIDAD O DE GRAVELIOUS (K)

K = 0.28K=1.412

P=23.6597kmA=22.0213Km2RECTNGULO EQUIVALENTEA=LxlA=80Km2P = 2(L+l)P=41Km2L=9.516I=2.314RECTNGULO EQUIVALENTECURVAS DE AREAS NIVELPARCIALESl"a"Km42002.3140.0004400.02042.3140.0094600.20382.3140.0884800.18882.3140.0825000.21792.3140.0945200.2912.3140.1265400.35032.3140.1515600.44562.3140.1935800.47812.3140.2076000.54712.3140.2366200.58292.3140.2526400.70682.3140.3056600.95752.3140.4146801.04632.3140.4527001.41812.3140.6137202.00362.3140.8667402.26752.3140.9807602.55812.3141.1057803.14532.3141.3598002.61752.3141.1318201.47542.3140.6388400.37882.3140.1648600.09742.3140.0428800.02312.3140.010NDICE DE PENDIENTEL (km)000.02015.2560.00E+0000.02040.00092637580.020.000018527515.2561.21E-060.00110201690.20380.00925467620.020.000185093516.2561.14E-050.00337433940.18880.00857351750.020.000171470317.2569.94E-060.00315227760.21790.00989496530.020.000197899318.2561.08E-050.0032924510.2910.01321447870.020.000264289619.2561.37E-050.00370473350.35030.01590732610.020.000318146520.2561.57E-050.00396311560.44560.02023495430.020.000404699121.2561.90E-050.00436340320.47810.02171079820.020.00043421622.2561.95E-050.00441701970.54710.02484412820.020.000496882623.2562.14E-050.00462231320.58290.02646982690.020.000529396524.2562.18E-050.00467176470.70680.03209619780.020.00064192425.2562.54E-050.00504149690.95750.04348063010.020.000869612626.2563.31E-050.00575504381.04630.04751308960.020.000950261827.2563.49E-050.00590460121.41810.06439674320.020.001287934928.2564.56E-050.00675136532.00360.09098463760.020.001819692829.2566.22E-050.00788663172.26750.10296848960.020.002059369830.2566.81E-050.00825014182.55810.11616480410.020.002323296131.2567.43E-050.00862155463.14530.14282989650.020.002856597932.2568.86E-050.00941064312.61750.11886219250.020.002377243933.2567.15E-050.00845477121.47540.06699876940.020.001339975434.2563.91E-050.00625431980.37880.01720152760.020.000344030635.2569.76E-060.00312379110.09740.00442299050.020.000088459836.2562.44E-060.00156200730.02310.00104898440.020.000020979737.2565.63E-070.000750414822.0213=0.1144PENDIENTE DE LA CUENCACRITERIO DE ALVORDCURVAS DE (km)(km)NIVEL4200.024400.020.58410.0116824600.022.33360.0466724800.022.95060.0590125000.023.560.07125200.024.73460.0946925400.025.47580.1095165600.026.29020.1258045800.026.65780.1331566000.028.92510.1785026200.029.01890.1803786400.0210.27730.2055466600.0211.73040.2346086800.0214.78480.2956967000.0216.81040.3362087200.0223.63960.4727927400.0225.24150.504837600.0226.17950.523597800.0227.97240.5594488000.0215.03210.3006428200.026.75410.1350828400.021.5010.030028600.020.40570.0081148800.0200=4.617190.2096692747

CRITERIO DE HORTONPuntosNXNYLXLY18131.86421.5573217112.99372.284321324.92514.6369433455.25465.6499532374.08985.2508N=Nx+Ny620112.71732.0097l=lx+ly7000013114921.844721.388628043.2333N=2800.1295297838L=43.2333D=0.02CRITERIO DE NASHNCOORDENADASDIST. MIN.PENDIENTEELIMINADOSXYkm123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081=0.0000

=()/=

Hoja2

Hoja3