Hoja4

Hoja1INDICE DE COMPACIDAD O DE GRAVELIUS (K)Area46.2121 perimetro km37.9409K=1.5627438834FACTOR DE FORMA O INDICE DE FORMA (F)Area 46.2121longitud km13.6559F=0.2478078437

PROMEDIO PONDERADO

altitud(msnm)areas parciales(a)cota media a*ecota mas bajacota mas alta( e) m300032002.014300031006244.33320034005.9527368330019644.03145122340036005.0474800350017666.18360038004.0149200370014855.204380040002.551513139009950.90122104400042002.5955961410010641.9441453420044003.0588985430013153.26336424440046003.6851079450016582.9857687460048004.6211082470021719.20870356480050004.5177911490022137.17633463500052004.2124388510021483.43775658520054001.9423919530010294.67713519540056001.206472555006635.59881545560058000.313575957001787.38282893580060000.275305059001624.2996073846.0096360194420.62113222

Em=4225.6500645876msnm CALCULOS DE CURVAS HIPSOMETRICAS100300095.62200404693200altitud(msnm)areas parcialesareas acumuladasarea que esta sobre la altitudporcentaje82.68398208653400cota mas bajacota mas alta71.7134975443360030000046.0096360100%62.98723854033800300032002.01430002.014300043.995336096%57.44163253674000320034005.95273687.967036838.042599183%51.80021399624200340036005.047480013.014516832.995119172%45.15182742784400360038004.014920017.029436828.980199163%37.14240098414600380040002.551513119.580949926.428686057%27.09861746094800400042002.595596122.176546123.833089952%17.27938939015000420044003.058898525.235444520.774191445%8.12383167135200440046003.685107928.920552517.089083537%3.90212490895400460048004.621108233.541660712.467975227%1.27990787355600480050004.517791138.05945187.950184217%0.59836382645800500052004.212438842.27189063.73774548%06000520054001.942391944.21428251.79535354%540056001.206472545.42075500.58888101%560058000.313575945.73433090.27530501%580060000.275305046.00963600.00000000%

ALTITUD MEDIA =40504224msm

CALCULO DEL ALTITUD MEDIA

areas parciales altitudaltitud2.014300032005.952736834005.047480036004.014920038002.551513140002.595596142003.058898544003.685107946004.621108248004.517791150004.212438852001.942391954001.206472556000.313575958000.27530506000

PENDIENTE MEDIA DE LA CUENCAA) CRITERIO NASHB) CRITERIO DE ALBORD

curvaslongitud de(cotas)curva de nivelarea entre curvasdesnivel(km)(Ai)(km32003.399662.01430000.234004.541635.95273680.236005.54415.04748000.238004.589474.01492000.240004.64052.55151310.242008.349122.59559610.2440011.731283.05889850.2460013.876193.68510790.2480013.460044.62110820.250001.234484.51779110.252007.67564.21243880.254006.375341.94239190.256003.951541.20647250.258001.300820.31357590.260000.946760.27530500.291.6165346.0096360

s=39.825%

C) CRITERIO DEL RECTANGULO EQUIVALENTERECTANGULO EQUIVALENTEA) LADO MAYOR ( L)K1.5627438834AREA46.0096360L=16.0648544755B) LADO MENORL=2.863993323COTA MAYOR6000COTA MENOR3200H2.8L km16.0648544755 SCUENCA17.4%

ECUACION DE TAYLOR SCHWARZ

nLiHSiSI^(0.5)LI/(SI^2)13.934830.20.05082811710.225450919517.453155697721.996930.20.1001537360.31647075066.309998621431.676960.20.11926342910.34534537654.855892431741.050990.20.19029676780.43623017762.409255604251.789680.20.11175182160.33429301755.353626627761.781590.20.1122592740.33505115135.317367192572.075270.20.09637300210.31044001366.684930771981.726840.20.11581848930.34032115615.074148254590.919440.20.21752371010.46639437181.9713788491100.533360.20.37498125090.6123571270.8709950069110.540350.20.3701304710.60838349010.888173346120.356570.20.56089968310.74893236220.4761044094130.429940.20.46518118810.68204192550.6303718055140.437210.20.45744607850.67634760190.6464279592150.768990.20.26008140550.50998176981.507877429420.0189560.4497040072S=10.97%DENSIDAD DE DRENAJELONGITUD DE LOS TRIBUTARIOSORDENN de Ros LONGITUD (Km1er 730.112552do 22.696053er 43.77696TOTAL 36.58556LI36.58556A46.0096360Dd=0.7951716905

=/^2 curva hipsometricaaltitud mnm% del total que queda sobre la altitud

^^2curva hipsometricaaltitud mnm% del total que queda sobre la altitud

^2^2^2^2

Hoja2

Hoja3