EJERCICIO 2 hidraulica de canales
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CURVA IPSOMETRICA CURVAS DE AREAS AREAS AREAS QUE PORCENTAJE NIVEL PARCIALES TOTALES QUEDAN SOBRE DEL TOTAL KM2 KM2 LAS ALTITUDES % 420 0 0 22.0213 0 440 0.0204 0.0204 22.0009 1.5 460 0.2038 0.2242 21.7971 2.5 480 0.1888 0.413 21.6083 3.5 500 0.2179 0.6309 21.3904 4.5 520 0.291 0.9219 21.0994 5.5 540 0.3503 1.2722 20.7491 6.5 560 0.4456 1.7178 20.3035 7.5 580 0.4781 2.1959 19.8254 8.5 600 0.5471 2.743 19.2783 9.5 620 0.5829 3.3259 18.6954 10.5 640 0.7068 4.0327 17.9886 11.5 660 0.9575 4.9902 17.0311 12.5 680 1.0463 6.0365 15.9848 13.5 700 1.4181 7.4546 14.5667 14.5 720 2.0036 9.4582 12.5631 15.5 740 2.2675 11.7257 10.2956 16.5 760 2.5581 14.2838 7.7375 17.5 780 3.1453 17.4291 4.5922 18.5 800 2.6175 20.0466 1.9747 19.5 820 1.4754 21.522 0.4993 20.5 840 0.3788 21.9008 0.1205 21.5 860 0.0974 21.9982 0.0231 22.5 880 0.0231 22.0213 -7E-15 23.5 22.0213 287.5 ELEVACION MEDIA CURVAS DE AREAS ELEVACION NIVEL PARCIALES MEDIA "a x e" "a" "e" 420 0 440 0.0204 430 8.772 460 0.2038 450 91.71 480 0.1888 470 88.736 500 0.2179 490 106.771 520 0.291 510 148.41 540 0.3503 530 185.659 560 0.4456 550 245.08 580 0.4781 570 272.517 600 0.5471 590 322.789 620 0.5829 610 355.569 Σ= Σ=
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Transcript of 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
