Hoja1ALTITUDAREAAREAAREA SOBRE%TOTAL%QUE QUEDA SOBRE PARCIAL KM^2ACUMULADAALTITUDESALTITUDES50100500080010010098.51001.21.278.81.598.520093.520045.274.8593.530080.530010.415.664.41380.540071.54007.222.857.2971.550057.550011.234461457.560042.56001246341542.570034.57006.452.427.6834.580026.58006.458.821.2826.590016.5900866.813.21016.510007.510007.274697.511002.51100478252.512000.512001.679.60.420.51250012500.48000.5080100CURVAS DE AREAS PARCIALESELEVACION MEDIAa*eNIVEL"a""e"500001001.27590ELEVACION MEDIA200415060030010.425026004007.23502520EM=582.25M.S.N.M50011.245050406001255066007006.465041608006.475048009008850680010007.29506840110041050420012001.61150184012500.412254908046580fuente autocad:base12.12FACTOR DE FORMA0.7599679294largo10.26AREA80DELIMITACION DE LA CUENCAINDICE DE COMPACIDAD O GRAVELIUS1.2835RECTANGULO EQUIVALENTELADO MAYOR L 15.256KMLADO MENOR l5.2438KMPERIMETRO41AREA80AREASlPARCIALESKmALT.L (km)ALTITUD (MSNM)(km)(km)05.2440.000(MSNM)40000.2527.67616.9190251.25.2440.22937500042500.25139.15234.78845.2440.763400024.76570.0150.250.003856104.9043.68E-050.00645000.25361.45890.364510.45.2441.983425091.060.0570.250.014179104.9040.0001350.01247500.25485.497121.374257.25.2441.3734500262.01280.1630.250.040797104.9040.0003890.0250000.25290.137172.53427511.25.2442.1364750685.38660.4270.250.106718104.9040.0010170.032325.98005125.2442.2885000359.91040.2240.250.05604104.9040.0005340.0236.45.2441.2205250182.46380.1140.250.028411104.9040.0002710.0166.45.2441.2201605.5991=0.10985.2441.5267.25.2441.37345.2440.763IALTITUDREASREASREAS QUE QUEDAN SOBRE LAS ALTITUDES% TOTAL% TOTAL QUE QUEDA SOBRE LA ALTITUD1.65.2440.305REAS(MSNM)PARCIALESACULMULADAS(km2)0.45.2440.076PARCIALESKm3750001605.59930%100%015.3050400024.765724.76571580.83362%98%24.765715.3051.618425091.06115.82571489.77366%93%91.0615.3055.954500262.0128377.83851227.760816%76%INDICE DE PENDIENTE262.012815.30517.1194750685.38661063.2251542.374243%34%685.386615.30544.7825000359.91041423.1355182.463822%11%359.910415.30523.5165250182.46381605.5993011%0%182.463815.30511.922=1605.5993=100%1605.599315.305104.907ALT.L (km)(MSNM)5000001001.20.0150.050.0007515.2564.92E-050.007020040.050.10.00515.2563.28E-040.018130010.40.130.10.01315.2568.52E-040.02924007.20.090.10.00915.2565.90E-040.024350011.20.140.10.01415.2569.18E-040.0303600120.150.10.01515.2569.83E-040.03147006.40.080.10.00815.2565.24E-040.02298006.40.080.10.00815.2565.24E-040.022990080.10.10.0115.2566.55E-040.025610007.20.090.10.00915.2565.90E-040.0243110040.050.10.00515.2563.28E-040.018112001.60.020.10.00215.2561.31E-040.011412500.40.0050.050.0002515.2561.64E-050.0040801IP=0.2695CRITERIO DE ALVORDALTITUD (MSNM)(km)(km)1000.14.440.4442000.110.381.0383000.116.241.6244000.121.762.1765000.118.341.8346000.116.31.637000.115.261.5268000.116.161.6169000.114.481.44810000.113.031.30311000.16.980.69812000.12.290.22915.5660.195AREA80CRITERIO DEL RECTANGULO EQUIVALENTE L LADO MAYOR15.256MH=cota en la parte mas alta-cota menor COTA MAYOR12500.0787h=1250-50COTA MENOR50H=1200MEN KM1.2CRITERIO DE HORTONNXNYLXLY1221.29261.634821087.69345.8777391010.9678.37524151412.01418.48257128.25819.578N=Nx+Ny60805.1764l=lx+ly70000435440.225239.1241N97L79.3493N=970.1222443046L=79.3493D=0.1CRITERIO DE NASHNCOORDENADASDISTANCIA MINIMA PENDIENTEELIMINADOSXYkm1920.280.35721020.280.3573630.660.1524731.160.0865830.650.1546930.570.17571030.440.22781130.850.1189540.820.12210640.450.22211740.850.11812840.590.16913940.780.128141040.750.133151140.530.189161240.420.23817350118450.360.27819550.580.17220650121750.680.14722850.350.2862395012410501251150.750.13326361.20.08327461.140.08828561.20.08329660.550.18230760.410.24431860.660.15232960.250.40033106013411601351260.60.167361360.930.10837270.90.11138370.470.21339470.750.13340570.60.16741670.490.20442770.560.17943870.450.22244970.80.125451070.710.1414611701471270.740.135481370.440.22749280.410.24450380.450.22251480.640.15652580.780.12853680.560.17954780.440.22755880.480.20856980.230.435571080.510.196581180.550.182591280.310.323601380.290.34561390.380.26362490.520.19263590.910.11064690.660.15265790.480.20866890.320.313679901681090.450.222691190.260.385701290.360.278711390.430.233724100.580.172735100.670.149746100.640.156757100.560.179768100.480.208779100.860.1167810100.650.1547911100.270.370807110.320.313818110.11.000Si15.3428N=810.210m=8LONGITUDLONGITUD ALTITUDKMACUMULADAMS.N.M0,5000502.1067,1002.10672.10671004.8364,2002.72974.83642006.9886,3002.15226.98863007.7207,4000.73217.72074008.6977,5000.9778.69775009.9544,6001.25679.954460010.4877,7000.533310.487770010.7457,7500.25810.7457750,10.7457,se elige el cause mayor para hacer el perfil de ah se mide tramo por tramo ejemplo 100 a 200 hay 2.7297DENSIDAD DE CORRIENTENC=9DC=0.1125A=80DENSIDAD DE DRENAJE LONGITUD110.7457de donde nace hasta donde entregaL=31.475922.763A=8031.30841.7036Dd0.3934487550.919165.024176.631781.535490.845331.4759COMPENSACION DE AREAMETODO DE TAYLOR SCHUARTZ