alturas areas parciales

<3600 13115.64453600-3700 819241.73393700-3800 2576315.0501 202798.03563800-3900 7774514.49253900-4000 10568329.0076 53320.6143 97601.6287 14891.35204000-4100 14687100.1288 2301.0708 73888.92614100-4200 16969430.01724200-4300 23540067.76844300-4400 11309909.1049 205178.66484400-4500 15350844.68124500-4600 35227581.88664600-4700 26205703.8080 -127156.7835 ###4700-4800 127156.7835 273863.2160 ### ###>4800 20879.3942 46866.9039 ###

<3600 13115.64453600-3700 819241.73393700-3800 2779113.08573800-3900 7774514.49253900-4000 10734142.60264000-4100 14763290.12574100-4200 16969430.01724200-4300 23540067.76844300-4400 11515087.76974400-4500 15350844.68124500-4600 35227581.88664600-4700 26299022.03524700-4800 22200277.2596>4800 217578.4751

0.0000 50000000.0000 100000000.0000 150000000.0000 200000000.00000

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Areas parciales totales areas acumuladas

13115.6445 13115.6445819241.7339 832357.3784

2779113.0857 3611470.46417774514.4925 11385984.9566

10734142.6026 22120127.559214763290.1257 36883417.684916969430.0172 53852847.702123540067.7684 77392915.470511515087.7697 88908003.240215350844.6812 104258847.921435227581.8866 139486429.808026299022.0352 165785451.8432

7979394.9735 12944516.8306 22200277.2596 187985729.1028217578.4751 188203307.5779

188203307.5779

0.0000 50000000.0000 100000000.0000 150000000.0000 200000000.00000

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porcentaje de areas188203307.5779 100188190191.9334 0.0069688704 99.9930311296187370950.1995 0.4352961404 99.5577349893184591837.1138 1.4766547525 98.0810802368176817322.6213 4.1309127839 93.9501674529166083180.0187 5.7034824418 88.2466850111151319889.8930 7.8443308546 80.4023541565134350459.8758 9.016541864 71.3858122925110810392.1074 12.5077864313 58.8780258612

99295304.3377 6.1184300733 52.75959578883944459.6565 8.1565222624 44.603073525648716877.7699 18.7178335705 25.885239955122417855.7347 13.9737299911 11.911509964

217578.4751 11.795901754 0.115608210.0000 0.11560821 0

100

X Y188203307.5779 0188190191.9334 1187370950.1995 2184591837.1138 3176817322.6213 4166083180.0187 5151319889.8930 6134350459.8758 7110810392.1074 8

99295304.3377 983944459.6565 1048716877.7699 1122417855.7347 12

217578.4751 130.0000 14

x Y0.0069688704 00.4352961404 11.4766547525 24.1309127839 3

areas q quedan sobre las alturas

porcentaje areas q quedan sobre las alturas

5.7034824418 47.8443308546 5

9.016541864 612.5077864313 7

6.1184300733 88.1565222624 9

18.7178335705 1013.9737299911 11

11.795901754 120.11560821 13

PENDIENTE MEDIA DE LA CUENCA

ALTURA PROM AREAS PARCIALES ALT* AREAS3550 13115.6445 46560537.9753650 819241.7339 2990232328.7353750 2779113.0857 10421674071.3753850 7774514.4925 29931880796.1253950 10734142.6026 42399863280.274050 14763290.1257 59791325009.0854150 16969430.0172 70423134571.384250 23540067.7684 100045288015.74350 11515087.7697 50090631798.1954450 15350844.6812 68311258831.344550 35227581.8866 160285497584.034650 26299022.0352 122290452463.684750 22200277.2596 105451316983.13850 217578.4751 837677129.135

823316793400.13

ALTURA MEDIA= 823316793400.125 4374.6138364723188203307.5779

densidad de corriente:

dc= 56 2.9755056232E-007188203307.5779

densidad de drenajemetros30636.6352

3164.19951688.2981

3145.679 según villon1659.60741681.05711322.57971670.75932543.19431978.87133233.16051673.97693437.84873851.3068

3794.4081988.12711891.60625348.71662641.33054340.2269 DG= 195050.5945

6206.983 188203307.57794514.9822

2004.16 DRENAJE REGULAR2286.56762001.76342478.4595

3405.6482496.276

1344.74642739.19762635.22393196.05683861.25611042.74561531.67073962.8322

1227.432116.3074

1285.30581686.23951691.02095112.40126672.71756351.15192285.15892969.64042667.28131579.90751071.2389

657.6702811.04181544.916

5097.54343317.12547126.40171172.67631273.23931025.50012484.64653594.62491440.67781388.5718

indice de forma

L= 31768.2939

kf= 188203307.5779 0.18648309481009224497.31678

cuenca redondeada

f= 18506.9629 0.58256080631768.2939

indice de compacidad o de gravelious perimetro= 90774.0314area= 188203307.5779

k= 0.28 90774.0314 1.852703956713718.7210620342

OVAL MAS LARGO QUE ANCHO A RECTANGULAR

0.0010363824

RECTANGULO EQUIVALENTE

K= 1.8527039567AREA T= 188203307.5779 13718.721062

22693.50785 1 1 0.604521841 1 0.365446651 0.634553351 0.79658857

1.7965885689 SUMA0.2034114311 RESTA

L PARCIALES AREAS =

L1 13115.6445 2.8412709L2 819241.7339 177.47414L3 2779113.0857 602.04539L4 7774514.4925 1684.2102L5 10734142.6026 2325.3609L6 14763290.1257 3198.204L7 16969430.0172 3676.125L8 23540067.7684 5099.5367L9 11515087.7697 2494.5388L10 15350844.6812 3325.4873L11 35227581.8866 7631.4286L12 26299022.0352 5697.215L13 22200277.2596 4809.2949L14 217578.4751 47.134504

40770.897

L= 40770.897l= 4616.1189

indice de pendientealtura areas parc B AH PRODUCTO<3600 13115.6445 6.968870350E-005 100 6.96887E-0063600-3700 819241.7339 0.0043529614 100 0.00043529613700-3800 2779113.0857 0.0147665475 100 0.00147665483800-3900 7774514.4925 0.0413091278 100 0.00413091283900-4000 10734142.6026 0.0570348244 100 0.00570348244000-4100 14763290.1257 0.0784433085 100 0.00784433094100-4200 16969430.0172 0.0901654186 100 0.00901654194200-4300 23540067.7684 0.1250778643 100 0.01250778644300-4400 11515087.7697 0.0611843007 100 0.00611843014400-4500 15350844.6812 0.0815652226 100 0.00815652234500-4600 35227581.8866 0.1871783357 100 0.01871783364600-4700 26299022.0352 0.1397372999 100 0.013973734700-4800 22200277.2596 0.1179590175 100 0.0117959018>4800 217578.4751 0.0011560821 100 0.0001156082

188203307.5779

L= 40770.8967919936 raiz= 201.918045

Ip= 0.0051506292

Desnivel EspecificoRAIZ k= 1.852703960.00263986 raiz A= 13718.72110.020863750.03842727 Ds= 25416.72880.06427218

0.0755214 RELIEVE EXTREMADAMENTE FUERTE0.088568230.094955470.111838220.078220390.090313470.136813130.118210530.108608940.01075213

1.04000497

PENDIENTE DE CUENCACRITERIO DE ALVORDareas entre fajas AREAS prom D1 prom D2 L

a1 1811187.7133 436.71 150.882 8497.2293a2 5131178.7445 1215.89 226.475625 16351.7617a3 9940439.9443 945.5225 273.895909 37385.4877a4 13251374.6591 1394.12 300.971333 26504.0001a5 15733124.9651 1357.025 352.605714 33488.0218a6 22038754.1564 1447.292 1041.105 43557.6123a7 13258480.4338 1172.43 740.73 26123.8754a8 12130172.9604 602.881429 714.145 21917.7663a9 26635477.0692 421.004444 923.074545 43092.2927a10 29785943.3903 653.86 2032.846 37993.9588

188203307.5779

CRITERIO DEL RECTANGULO EQUIVALENTE

L= 40770.8967919936AH 4760 3550 1210

S= 1210 0.0296780340770.8968

W S1(1) S1(2) D*L (1) D*L (2)

213.150387 2.04883513 0.70786641 3710825.01 1282078.95313.799751 3.87473221 0.72172022 19881943.5 3703275.45265.890338 3.5560619 1.03010855 35348819.8 10239732.1499.976404 2.78837159 0.60197107 36949756.6 7976944.25469.813507 2.88843335 0.75052273 45444082.8 11808067.8505.967912 2.86044226 2.05765025 63040583.8 45348048507.523491 2.31009997 1.45949895 30628415.2 19350738.2

553.4402 1.08933436 1.29037428 13213814.3 15652463.2618.103039 0.6811234 1.49339914 18142046.7 39777398.5

783.96525 0.83404207 2.59303075 24842729.9 77235867.2

SUMATORIA 291203018 232374614

S1 1.547279S2 1.2346999

PERFIL LONGITUDINAL DEL RIOALTURA LONGITUD X Y<3600 911.9578 911.9578 36003600-3700 4504.8528 5416.8106 37003700-3800 1981.2968 7398.1074 38003800-3900 7543.6513 14941.7587 39003900-4000 632.2557 15574.0144 40004000-4100 2725.0679 18299.0823 41004100-4200 4056.6392 22355.7215 42004200-4300 2136.0014 24491.7229 43004300-4400 4730.5258 29222.2487 44004400-4500 3454.056 32676.3047 4500

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PENDIENTE DE CAUCE

METODO PENDIENTE UNIFORME

AH= 4500 3550 950LONG DEL RIO L= 31921.941

S= 950 0.029760131921.941

METODO COMPENSACION DE AREAS

A1 410712.609 PENDIENTE= 148.8948 0.029343A2 221602.038 5074.2879

0.0188