calculos areas cuenca 2012-I.xlsx
52
ALTITUD (m.s.n.m.) AREA (M2) Menos -800 A1 382536.243 800 -1000 A2 1657877.941 1000 -1200 A3 3134927.660 1200 -1400 A4 4034970.269 1400 -1600 A5 5043349.607 1600 -1800 A6 6553705.192 1800 -2000 A7 8188617.939 2000 -2200 A8 10446536.975 2200 -2400 A9 17776746.198 2400 -2600 A10 26033206.690 2600 -2800 A11 36377832.819 2800 -3000 A12 32950412.728 3000 -3200 A13 18444946.671 3200 -3400 A14 12213226.180 3400 -3600 A15 4884874.577 3600 -mas A16 643215.445 TOTAL 188766983.134 ALTITUD (m.s.n.m.) AREA (KM2) Menos -800 A1 0.383 800 -1000 A2 1.658 1000 -1200 A3 3.135 1200 -1400 A4 4.035 1400 -1600 A5 5.043 1600 -1800 A6 6.554 1800 -2000 A7 8.189 2000 -2200 A8 10.447 2200 -2400 A9 17.777 2400 -2600 A10 26.033 2600 -2800 A11 36.378 2800 -3000 A12 32.950 3000 -3200 A13 18.445 3200 -3400 A14 12.213 3400 -3600 A15 4.885 3600 -mas A16 0.643 TOTAL 188.77
Transcript of calculos areas cuenca 2012-I.xlsx
Miguel A. Silva Gutierrez
areasCUENCA HIDROGRAFICA DEL RIO CONTUMAZA
AREA - CUENCA CONTUMAZAPERFIL LONGITUDINAL - CUENCA CONTUMAZAALTITUD (m.s.n.m.)AREA (M2)PERIMETRO (M)ALTITUD (m.s.n.m.)AREA (KM2)RECTANGULO EQUIVALENTECURVAS DEL RECTANGULO EQUIVALENTE DE LA CUENCA COMTUMAZAORDEN Y LONGITUD DE CURSOS DE RIOS - CUENCA CONTUMAZACURVA HIPSOMETRICA - CUENCA CONTUMAZAPARAMETROS DEL SISTEMA DE DRENAJE - CUENCA CONTUMAZAALTITUD (m.s.n.m.)DISTANCIA (KM)PROGRESIVA (KM)COTAMenos - 800A1382536.2433828.167Menos - 8000.383ELEMENTOSSIMBOLOVALORALTITUD (m.s.n.m.)AREA (KM2)ALTURA PARCIAL (KM)ORDEN DE RIOSN DE CURSOSLONGITUD (KM)ALTITUD (m.s.n.m)AREA SOBRE LA ALTITUD (KM2)LONGITUD CAUSE PRINCIPAL29.31370000700LEYENDA800 - 1000A21657877.94110330.638800 - 10001.658LADO MAYORL33.807Menos - 8000.3830.0691 ORDEN2879.845700188.767AREA DE CUENCA188.77700 - 8001.8111.811800CURSOS DE AGUA1000 - 1200A33134927.66021735.8741000 - 12003.135LADO MENORl5.584800 - 10001.6580.2972 ORDEN1326.939800188.384N CAUSES DE PRIMER ORDEN28800 - 10001.8533.66410001200 - 1400A44034970.26931114.9241200 - 14004.035COEFICIENTE DE COMPACIDADKc1.6061000 - 12003.1350.5613 ORDEN1416.5871000186.727N TOTAL DE CURSOS DE AGUA551000 - 12001.8645.5291200RO COMTUMAZA1400 - 1600A55043349.60737949.1571400 - 16005.0431200 - 14004.0350.723TOTAL55123.3711200183.592LONGITUD TOTAL DE CURSOS DE GUA123.3711200 - 14001.2886.81614001600 - 1800A66553705.19246992.7101600 - 18006.5541400 - 16005.0430.9031400179.557DENSIDAD DE DRENAJE0.6541400 - 16001.5558.3711600ALTITUD (M.S.N.M)1800 - 2000A78188617.93954169.7871800 - 20008.1891600 - 18006.5541.1741600174.513EXTENSION MEDIA DE ESCURRIMIENTO SUPERFICIAL0.3831600 - 18002.21610.58718002000 - 2200A810446536.97568580.4492000 - 220010.4471800 - 20008.1891.4671800167.960COEFICIENTE DE TORRENCIALIDAD0.1481800 - 20002.19212.7792000CURVAS DE NIVEL2200 - 2400A917776746.19896108.6922200 - 240017.7772000 - 220010.4471.871Orden del curso principal32000159.771FRECUENCIA DE LOS RIOS0.2912000 - 22002.76515.54522002400 - 2600A1026033206.690133751.9982400 - 260026.0332200 - 240017.7773.184Longitud de curso principal (KM)29.3132200149.324DENSIDAD DE CORRIENTE0.1702200 - 24004.29619.84124002600 - 2800A1136377832.819158092.9172600 - 280036.3782400 - 260026.0334.6622400131.5482400 - 26003.43623.27726002800 - 3000A1232950412.728159152.8992800 - 300032.9502600 - 280036.3786.5152600105.5152600 - 28001.90925.18628003000 - 3200A1318444946.671102844.6263000 - 320018.4452800 - 300032.9505.901280069.1372800 - 30001.83427.02030003200 - 3400A1412213226.18060668.9043200 - 340012.2133000 - 320018.4453.303300036.1863000 - 32001.34428.36432003400 - 3600A154884874.57731213.7983400 - 36004.8853200 - 340012.2132.187320017.7413200 - 33000.94929.31333003600 - masA16643215.4459126.6013600 - mas0.6433400 - 36004.8850.8751238.6791808.1361376.90234005.528TOTAL188766983.134TOTAL188.773600 - mas0.6430.1153657.636570.145684.36236000.64333.8071344.2612222.12928.9173650-0.0007798.8461004.1285.882PERIMETRO (KM)78.7822134.8061663.0182121.088ALTITUD (m.s.n.m.)AREA (KM2)PERIMETRO (KM)2638.31277.051206.624Menos - 800A10.3833.8282142.3821054.056843.397800 - 1000A21.65810.3312657.691677.9891486.2131000 - 1200A33.13521.7361502.661784.8412770.9931200 - 1400A44.03531.115PARA LA GRAFICA DE FRECUENCIA DE 2536.673767.7781117.9991400 - 1600A55.04337.949FRECUENCIA DE ALTITUDES3285.685834.0091508.0651600 - 1800A66.55446.993altitud% DEL TOTAL3419.098694.057264.2711800 - 2000A78.18954.1702600.8715782.022955.3912000 - 2200A810.44768.5800.03061.81926939.3222036.9012200 - 2400A917.77796.109Menos - 8000.22074.60916587.0052400 - 2600A1026.033133.752800 - 10000.94261.8192600 - 2800A1136.378158.0931000 - 12001.74625.3642800 - 3000A1232.950159.1531200 - 14002.12625.9953000 - 3200A1318.445102.8451400 - 16002.72685.7353200 - 3400A1412.21360.6691600 - 18003.51431.4193400 - 3600A154.88531.2141800 - 20004.31417.3343600 - masA160.6439.1272000 - 22005.52211.157TOTAL188.772200 - 24009.42507.2922400 - 260013.84881.9072600 - 280019.33706.7362800 - 300017.51895.483000 - 32009.82522.3123200 - 34006.52978.4333400 - 36002.679845.0033600 - ms0.3
Altitud m.s.n.mAREAS PARCIALES ENTRE CURVAS km2 (Aec)Areas acumuladas (km2)AREAS QUE QUEDAN SOBRE LA ALTITUD% DEL TOTAL% del total que queda sobre la altitud
Area por debajoArea por encima3.12013.5281MENOR DE 80000188.770100.00.40788000.3830.383188.3840.202649974499.83.527910001.6582.040186.7270.878266905398.912003.1355.175183.5921.660739398497.314004.0359.210179.5572.137540263795.1ELEVACION MEDIA DE LA CUENCA16005.04314.254174.5132.671732907692.4Y13133.72626.74ALTITUDESAREASALTITUD PROM.(Km)A*ALTITUD PROM.18006.55420.807167.9603.47184930589.0X14656.529313700 - 8000.3830.750.2920008.18928.996159.7714.337950314784.6S0.0896800 - 10001.6580.91.49220010.44739.443149.3245.534091185679.11000 - 12003.1351.13.45240017.77757.219131.5489.417296342269.71200 - 14004.0351.35.25260026.03383.252105.51513.791186497755.91400 - 16005.0431.57.57280036.378119.63069.13719.271290039736.61600 - 18006.5541.711.14300032.950152.58136.18617.455601705819.21800 - 20008.1891.915.56320018.445171.02617.7419.77127798779.42000 - 220010.4472.121.94340012.213183.2395.5286.47000125622.92200 - 240017.7772.340.8936004.885188.1240.6432.58778018060.32400 - 260026.0332.565.08MAYOR DE 36000.643188.770.0000.34074573550.02600 - 280036.3782.798.22188.771002800 - 300032.9502.995.563000 - 320018.4453.157.183200 - 340012.2133.340.303400 - 36004.8853.517.103600 - 36500.6433.6252.33188.767483.33
ELEVACION MEDIA =2.5602560 m.s.n.m.Indice de pendienteAREA TOTAL188.77km2Cotas de Curvas (msnm)reas Parciales (Km2)Diferencia de Nivel entre curvas
700.000.380.00203100.000.014800.00800.001.660.00878200.000.0421000.001000.003.130.01661200.000.0581200.001200.004.030.02138200.000.0651400.001400.005.040.02672200.000.0731600.001600.006.550.03472200.000.0831800.001800.008.190.04338200.000.0932000.002000.0010.450.05534200.000.1052200.002200.0017.780.09417200.000.1372400.002400.0026.030.13791200.000.1662600.002600.0036.380.19271200.000.1962800.002800.0032.950.17456200.000.1873000.003000.0018.440.09771200.000.1403200.003200.0012.210.06470200.000.1143400.003400.004.880.02588200.000.0723600.003600.000.640.00341100.000.0183700.00Sumatoria1.564n=16.00Lado Mayor33.807Ip0.27PENDIENTE DE LA CUENCA-CRITERIO DE ALVORDCOTAD(Km)AREA ENTRE CURVAS DE NIVEL EN KM 2Longitudes de curva dentro de la Cuenca(km)D*Lm.s.n.m700-8000.100.3830.540.0536912800-10000.201.6584.320.86450961000-12000.203.13511.102.21977661200-14000.204.03515.233.04500661400-16000.205.04319.183.835950645490.41509.8643333.4524627.014115.5241600-18000.206.55421.574.314619610430.8854493.0956774.79294.919171.9621800-20000.208.18926.865.372358815967.64525028.99112875.2842308.17287.4862000-22000.2010.44734.016.80155162459.7938381.56822983.526662.8992200-24000.2017.77747.549.507002274348.73338413.5187893.0022400-26000.2026.03368.7913.75858142600-28000.2036.37884.7916.95864762800-30000.2032.95074.3514.86974663000-32000.2018.44538.417.68270363200-34000.2012.21322.984.59670523400-36000.204.8857.891.57860043600-37000.100.6430.290.0287486188.7795.49PENDIENTE0.506
Hoja3
