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1. MORFOLOGIA DE LA CUENCA AREA : A = 39.3780362 km^2 PERIMETRO: P = 26.15292 km 2. FORMA DE LA CUENCA Longitud de la cuenca : Lc = 9.00658 km Ancho medio de la cuenca: B = 4.37214083481 km Coeficiente de Compacidad: Ic = 1.17528249233 Relacion de elongacion : Re = 0.78619484792 Ff = 0.4854385166

Proyecto Hidrologia Parte Uno

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Proyecto Hidrologia Parte UnoProyecto Hidrologia Parte Uno

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FORMA DE LA CUENCA 1. MORFOLOGIA DE LA CUENCA AREA :A =39.3780362km^2PERIMETRO:P =26.15292km2. FORMA DE LA CUENCA Longitud de la cuenca :Lc =9.00658kmAncho medio de la cuenca:B =4.3721408348kmCoeficiente de Compacidad:Ic =1.1752824923Relacion de elongacion :Re =0.7861948479Factor de formaFf =0.4854385166

CURVA HIPSOMETRICA CURVA HIPSOMETRICA:

NIntervalocota media area (km2)area acumulada % de area% area acumulada14160-414041500.166396190.166396190.42256091530.422560915324140-412041300.34810080.514496990.883997361.306558275434120-410041100.526379151.040876141.33673286292.643291138344100-408040900.735864191.776740331.86871734084.512008479154080-406040701.351690693.128431023.43260056157.944609040664060-404040501.918247865.046678884.871364972812.815974013574040-402040302.355054597.401733475.980629864418.796603877984020-400040102.34829679.750030175.963468292524.760072170394000-398039903.3090289813.059059158.403235162433.1633073327103980-396039703.2128459716.271905128.158979685441.3222870181113960-394039503.4191532619.691058388.682894309350.0051813275123940-392039303.4997275923.190785978.887511750658.8926930781133920-390039103.1280956626.318881637.943757398466.8364504765143900-388038902.2528054728.57168715.720969581772.5574200581153880-386038701.9151550930.486842194.863510924577.4209309826163860-384038501.5851471132.07198934.025460040681.4463910232173840-382038301.2580279233.330017223.194745200684.6411362239183820-380038101.1378407934.467858012.889531579687.5306678035193800-378037901.0561543735.524012382.682090000690.2127578041203780-376037700.8745092736.398521652.220804680792.4335624848213760-374037500.7171628837.115684531.821225612394.2547880971223740-372037300.5459212837.661605811.386359842695.6411479398233720-370037100.5564173438.218023151.413014447697.0541623874243700-368036900.6538844838.871907631.660530955798.7146933431253680-366036700.3782042339.250111860.960444620999.6751379639263660-364036500.0699769239.320088780.177705459399.8528434232273640-362036300.0579473739.378036150.147156576810039.37803615

ELEVACION MEDIA:

NIntervalocota media area (km2)area acumulada % de area14160-414041500.166396190.166396190.422560915324140-412041300.34810080.514496990.8839973634120-410041100.526379151.040876141.336732862944100-408040900.735864191.776740331.868717340854080-406040701.351690693.128431023.432600561564060-404040501.918247865.046678884.871364972874040-402040302.355054597.401733475.980629864484020-400040102.34829679.750030175.963468292594000-398039903.3090289813.059059158.4032351624103980-396039703.2128459716.271905128.1589796854113960-394039503.4191532619.691058388.6828943093123940-392039303.4997275923.190785978.8875117506133920-390039103.1280956626.318881637.9437573984143900-388038902.2528054728.57168715.7209695817153880-386038701.9151550930.486842194.8635109245163860-384038501.5851471132.07198934.0254600406173840-382038301.2580279233.330017223.1947452006183820-380038101.1378407934.467858012.8895315796193800-378037901.0561543735.524012382.6820900006203780-376037700.8745092736.398521652.2208046807213760-374037500.7171628837.115684531.8212256123223740-372037300.5459212837.661605811.3863598426233720-370037100.5564173438.218023151.4130144476243700-368036900.6538844838.871907631.6605309557253680-366036700.3782042339.250111860.9604446209263660-364036500.0699769239.320088780.1777054593273640-362036300.0579473739.378036150.147156576839.37803615

rectangulo equivalente RECTANGULO EQUIVALENTE Indice de Compacidad=1.17528Area =39.37804km^2Perimetro =26.15292kmLado Mayor8.374099098374.1Lado menor4.70236090534702.4

NUMEROELEVACIONMINIMA [m]ELEVACION MAXIMA [m]AREA ENTRE CURVAS [Km^2]LONGITUD CURVAS DE NIVEL [km] li13620.0003640.0000.0580.01623640.0003660.0000.0700.02033660.0003680.0000.3780.10643680.0003700.0000.6540.18353700.0003720.0000.5560.15563720.0003740.0000.5460.15273740.0003760.0000.7170.20083760.0003780.0000.8750.24493780.0003800.0001.0560.295103800.0003820.0001.1380.318113820.0003840.0001.2580.351123840.0003860.0001.5850.443133860.0003880.0001.9150.535143880.0003900.0002.2530.629153900.0003920.0003.1280.873163920.0003940.0003.5000.977173940.0003960.0003.4190.955183960.0003980.0003.2130.897193980.0004000.0003.3090.924204000.0004020.0002.3480.656214020.0004040.0002.3550.658224040.0004060.0001.9180.536234060.0004080.0001.3520.377244080.0004100.0000.7360.205254100.0004120.0000.5260.147264120.0004140.0000.3480.097274140.0004160.0000.1660.046

INDICE DE PENDIENTE

AREA =39.38L =16.93

NUMEROELEVACIONMINIMA [m]ELEVACION MAXIMA [m]AREA CURVAS [Km^2]H Difer. COTAS [m]INDICE DEPENDIENTE13620.0003640.0000.0580.0015200.001623640.0003660.0000.0700.0018200.001833660.0003680.0000.3780.0096200.004243680.0003700.0000.6540.0166200.005553700.0003720.0000.5560.0141200.005163720.0003740.0000.5460.0139200.005073740.0003760.0000.7170.0182200.005883760.0003780.0000.8750.0222200.006493780.0003800.0001.0560.0268200.0070103800.0003820.0001.1380.0289200.0072113820.0003840.0001.2580.0319200.0076123840.0003860.0001.5850.0403200.0086133860.0003880.0001.9150.0486200.0094143880.0003900.0002.2530.0572200.0102153900.0003920.0003.1280.0794200.0120163920.0003940.0003.5000.0889200.0127173940.0003960.0003.4190.0868200.0126183960.0003980.0003.2130.0816200.0122193980.0004000.0003.3090.0840200.0124204000.0004020.0002.3480.0596200.0104214020.0004040.0002.3550.0598200.0104224040.0004060.0001.9180.0487200.0094234060.0004080.0001.3520.0343200.0079244080.0004100.0000.7360.0187200.0058254100.0004120.0000.5260.0134200.0049264120.0004140.0000.3480.0088200.0040274140.0004160.0000.1660.0042200.00280.2029

PENDIENTESPENDIENTE DE LA CUENCACRITERIO DE J. W. ALVORD

D =20mL =606.8042kmA =39.3780362km^2

Sc =0.3081942415Sc =30.819424154%CRITERIO DE R.E. HORTON:N. LINEASDE MALLASN. DE INTERSECCIONESLONGITUDES [m]LONGITUDES [km]NxNyLxLyLxLy123103120.51487.493.1211.487265216896.393055.536.8963.0563105419629.033910.229.6293.9104103499264.874505.329.2654.5055101567220.725385.047.2215.385613694616.275128.764.6165.129706804707.480.0004.707805704448.750.0004.449905003601.830.0003.6021004402760.760.0002.76141046540747.7838991.1840.74838.991

D =0.02Sx =0.20120.120%Sy =0.23923.850%Promedio aritmeticoSc =0.22021.985%Promedio geometricoSc =0.21921.906%PERFIL CAUCE PRINCIPAL

COTAS [m]LONGITUD[m]LONGITUD[km]LONGITUD ACUMULADA [km]408700.0000.0004080101.360.1010.1014060241.860.2420.3434040178.070.1780.5214020163.720.1640.6854000436.650.4371.1223980380.040.3801.5023960379.160.3791.8813940522.320.5222.4033920324.830.3252.7283900292.050.2923.0203880302.710.3033.3233860328.660.3293.6513840240.510.2413.8923820301.150.3014.1933800330.730.3314.5243780548.20.5485.0723760440.120.4405.5123740200.890.2015.7133720183.140.1835.8963700363.370.3636.2603680781.720.7827.041pendiente de la recta36601898.281.8988.940Y1 =36203640337.370.3379.277Y2 =4098.2173620678.890.6799.956Lcp =11.43943610336.870.33710.29310292.6710.293S2=0.0418043779S2=4.1804377852FORMULA DE A. B. TAYLOR Y H.E. SCHWARSNUMEROPROGRESIVACOTADESNIVELDISTANCIASi1/ Raiz (Si)0 + 00362018+ 003648.328.38000.0353755.3168177735216+ 003668.8720.578000.02571256.236312187324 + 003693.9125.048000.03135.6523341894432 + 003719.525.598000.03198755.5912620938540 + 003743.423.98000.0298755.7855685414648 + 003768.925.58000.0318755.6011203361756 + 003793.524.68000.030755.7026594851864+ 003817.824.38000.0303755.7377531055972 + 003842.925.18000.0313755.64557436941080 + 003867.9258000.031255.65685424951188 + 003916.848.98000.0611254.04473957141296 + 003941.925.18000.0313755.645574369413104 + 003966.724.88000.0315.679618342572.296188614

S = 0,0323337S=3,32 %

Hoja114460450047180.3824440446097440.27344204440158054.99444004420213415.41543804400563969.04643604380397283.42743404360463643.15843204340488180.15943004320573453.841042804300665462.12114260428082179112424042601233227.2213422042401269754.4114420042201437838.7315418042001493194.5316416041801481674.417414041601812098.6318412041401801566.0919410041201883238.6820408041002204059.2621406040802480998.7522404040602298104.4623402040402039780.9224400040202567928.6225398040003226970.0526396039802972912.5127394039602632429.4328392039402332776.2629390039202105539.5430388039001645297.7131386038801250401.73238403860868166.283338203840874900.353438003820476685.1735378038001041359.273637403780407044.7737403780407044.77TOTALES48327821.51378038001041359.2738003820476685.1738203840874900.3538403860868166.28386038801250401.7388039001645297.71390039202105539.54392039402332776.26394039602632429.43396039802972912.51398040003226970.05400040202567928.62402040402039780.92404040602298104.46406040802480998.75408041002204059.26410041201883238.68412041401801566.09414041601812098.63416041801481674.4418042001493194.53420042201437838.73422042401269754.41424042601233227.224260428082179142804300665462.1243004320573453.8443204340488180.1543404360463643.1543604380397283.4243804400563969.0444004420213415.4144204440158054.994440446097440.274460450047180.38