Caudal de Diseo PARMETROS GEOMORFOLGICOS DE UNA CUENCA1. AREA DE LA CUENCA: (A)

1..1. AREA DE LA CUENCA-AUTOCAD: (A)A =93.86130 Km2

1.2. AREA DE LA CUENCA-METODO DE LA BALANZA ANALITICA: (A)

PESO DEL PLANO=2.6426 g

2. PERIMETRO DE LA CUENCA: (P)P =45.8280 Km3. LONGITUD DEL CAUCE PRINCIPAL: (L)L =19.6397 Km4. ANCHO PROMEDIO (Ap)Ap =4.7792 Km5. FACTOR DE FORMA (Hf):

Hf=0.2433

6. INDICE DE COMPACIDAD O COEFICIENTE DE GRAVELIUS (Kc):Kc =1.33

123456789101112131415161718192021222312.6464.0552.6523.9265.92.0944.5092.3331.2490.4660.232.3954.0844.7155.483.7154.3893.5011.7321.312.2282.3592.00467.97229.524412.9914.5924.8330.4443.757061.01427.15547312.9312.93

7. PENDIENTE DE LA CUENCA (Sg):7.1. CRITERIO ALVORD :

Donde: D : Desnivel entre las curvas de nivel A : rea de la cuenca (km2) Li : longitud de cada curva de nivel i (km)

CURVA (m)LONGITUD (Km)10500.21343213.4312505.612315612.3114508.720228720.22165015.8546615854.66185017.3601117360.11205021.6026521602.65225022.9436922943.69245027.4660327466.03265031.0108331010.83285029.6071229607.12305022.9700422970.04325017.7774617777.46345013.1354413135.4436503.774603774.638501.401021401.02Suma Total =239.44961D=0.200AREA (A) =93.8613 Km2

SC = 0.5102

7.2. CRITERIO HORTON:

LINEA DELINTERSECCIONES Y TANGENCIASLONG. DE LINEAS RECTIC (Km.)CUADRIC.NXNYLXLY00000112121.788962.0046223295.888444.4742342467.252155.858254675110.562098.1270651076017.451329.1326861076317.7076610.3037271146418.3304910.146558746818.846179.8579191176322.253029.36177101376623.276229.91517111336522.4375210.47476121097019.321211.8573113815915.4669811.058161439569.853710.267611532546.6206910.854721628586.2982310.607131715563.9587510.5792185521.9096110.7981919051011.733442004507.549032104207.622462204107.772812302405.967892402306.41844250702.65221260802.63219270402.46182280102.15028290300.62514300000.34208SUMA PARCIAL12421241229.2232223.60678SUMA TOTAL2483452.82998

PENDIENTE EN EL EJE X

2.71%

PENDIENTE EN EL EJE Y

2.77%

PENDIENTE DE LA CUENCA

2.74%8. CALCULO DE ALTITUD MEDIA:0.960316040839503.26197251693750INTERVALO ENTRECOTA AREAAREA / AREA TOTALPORCENTAJE5.0220446023550CURVAS DE NIVEL (m)MEDIA (m)Km2%DE AREA ACUMULADO11.187881118233501050-125011500.901370.9600.96018.921260210531501250-145013502.160362.3023.26228.682642228529501450-165015501.652031.7605.02238.876945674127501650-185017505.787336.16611.18852.969049693525501850-205019507.258657.73318.92167.004684507923502050-225021509.162169.76128.68378.779603457421502250-245023509.5685110.19438.87786.923160088319502450-2650255013.2270314.09252.96992.251861747117502650-2850275013.1740314.03667.00595.317524400415502850-3050295011.0520911.77578.78096.318054863913503050-325031507.643658.14486.923100.000231916511503250-345033505.001595.32992.2523450-365035502.877473.06695.3183650-385037500.939111.00196.3183850-405039503.456143.682100.000

Altitud (msnm)Areas parciales (Km2)% del totalAREAS REFERIDAS A LA COTA MAS ALTAMenorMayorpor debajopor debajo105012500.901365120.960.00000.0093.8613100.00901365.12256887.54644477.58125014502.160364692.300.90140.9692.959999.042160364.69936677.041223687.65145016501.652026541.763.06173.2690.799696.741652026.541626708.2525318.29165018505.787334316.174.71385.0289.147594.985787334.312820462.672966871.64185020507.258650157.7310.501111.1983.360288.817258650.153215061.734043588.42205022509.162160069.7617.759718.9276.101681.089162160.064486092.964676067.1225024509.5685057410.1926.921928.6866.939471.329568505.744400844.285167661.462450265013.2270320314.0936.490438.8857.370961.1213227032.036364878.786862153.250.707489812650285013.174029314.0449.717452.9744.143947.0313174029.37284968.25889061.12850305011.05209211.7762.891567.0030.969833.00110520925580276.225471815.78305032507.643648128.1473.943678.7819.917721.227643648.124848087.512795560.61325034505.001588655.3381.587286.9212.274113.085001588.653064562.81937025.85345036502.877470823.0786.588892.257.27257.752877470.821741426.711136044.11365038500.93911091.0089.466395.324.39504.68939110.9691300.42247810.48385040503.45613924983.6890.405496.323.45593.683456139.24981407655.343048483.9098193.8615176798-0.00022 Km2ALTURAS PARCIALESAREAS PARCIALESHi*Aim.s.n.mKm211500.901371036.57013502.160362916.49215501.652032560.64117505.7873310127.83519507.2586514154.36821509.1621619698.64423509.5685122485.988255013.2270333728.932275013.1740336228.581295011.0520932603.67131507.6436524077.49233505.0015916755.32235502.8774710215.02137500.939113521.66639503.4561413651.750TOTAL =243762.973AREA =93.86130 Km2H=2597.05515840139. CALCULO DE LA PENDIENTE DEL CAUCE PRINCIPAL:TRAMOS COTASPi -Pi-1Li Si(Li2/Si)(Li2/Si)1/2T 110502003972.360.050313412132.6017703.45T 212502003973.360.050313648886.8517710.14T 314502003974.360.050313885760.3017716.82T 416502003975.360.050314122752.9817723.51T 518502003976.360.050314359864.9217730.20T 620502003977.360.050314597096.1517736.89T 722502003978.360.050314834446.7117743.57T 824502003979.360.050315071916.6117750.27T 926502003980.360.050315309505.9017756.96T 1028502003981.360.050315547214.5917763.65T 1130502003982.360.050315785042.7317770.34T 1232502003983.360.050316022990.3417777.04T 1334502003984.360.050316261057.4517783.73T 1436502003985.360.050316499244.0917790.433850SUMA55704.04248456.97

Scp =502.66 %