ESTABILIDAD-FARITH

DatosPE

CUERPO DE LA PRESAAGUAFUNDACIONNAPELLIDOSNOMBRESGRUPOP. E. SUELO HUMEDOP. E. SUELO SATURADOP. E. SUELO SUMERG.COHESIONANGULO DE FRICCIONP.E.AGUAP. E. SUELO COHESIONANGULO DE FRICCION(KG/M3)(KG/M3)(KG/M3)(KG/M)()(KG/M3)(KG/M3)(KG/M)()1RamosRebollo FarithJhulierJavier261030301000854016100029400200.8541.134kg/cm2Kg/cm2854011340

Altura de Represa H =49.36mTalud Aguas Arriba1 : 3Talud Aguas Abajo1 : 3

Para el proyecto tendremos:ANLISIS DE ESTABILIDAD AGUAS ARRIBAPara un talud de 1 : 3

Rm:R/H =2.6Rm =128.34mRmax:R/H =3.3Rmax =162.89mRmin:R/H =1.9Rmin =93.78m

ANLISIS DE ESTABILIDAD AGUAS ABAJOPara un talud de 1 : 3

Rm:R/H =2.6Rm =128.34mRmax:R/H =3.3Rmax =162.89mRmin:R/H =1.9Rmin =93.78m

ESTADO1ESTABILIDAD EN FINAL DE CONSTRUCCION1er ANALISIS ESTABILIDAD AGUAS ARRIBAR1

Entonces se tiene el radio del circulo de falla de la grfica:R=103.83m

P. E. SUELOCOHESIONANGULO DE FRICCIONP.E.AGUA

(KG/M3)(KG/M)()(KG/M3)261011340201000

C= 11340kg/m2p =2940Kg/m3presa =20s =2610Kg/m3fundacinR= 103.83mw =1000Kg/m3aguaz1z2N de Dov.bxRSen Cos LCC*LhZhh*ZhsZss*Zs(12)+(15)WW*cosW*x1234567891011121314151617181999.8888.95103.80.8570.515819.15311340.0217200294017.3350950261050950.2503388.0259664.444776360.589.8879.1103.80.7620.64815.24411340.0172866294027.8881967261081967.2809835.9524875.664033727.579.8869.2103.80.6660.74613.25111340.0150264294034.731021062610102106.21008809.3752182.669799512.469.8859.3103.80.5710.82112.03711340.0136501294039.271154542610115453.81140683.5936267.967653941.059.8849.4103.80.4760.87911.23511340.0127403294035.9910581126106.0915894.9121705.51202450.31057445.959437120.349.8839.6103.80.3810.92510.68611340.0121174294032.7296197261010.7828135.8124332.61228406.11135798.648583460.851334607.748441939.8829.7103.80.2860.95810.31011340.0116914294029.4586583261014.2837270.8123853.81223675.51172651.436306453.429.8819.8103.80.1910.98210.06511340.0114131294026.1876969261016.743587.0120556.21191095.31169259.823571775.119.889.9103.80.0950.9959.92511340.0112553294022.9167355261018.1347319.3114674.71132986.01127813.711227891.609.880.0103.80.0001.0009.88011340.0112039294019.6357712261018.648546.0106258.21049831.01049831.031494.9-19.88-9.9103.8-0.0950.9959.92511340.0112547294016.3648098261018.1347319.395417.7942726.9938475.2-9285859.7-29.88-19.7103.8-0.1900.98210.06311340.0114118294013.0938485261016.743587.082071.6810867.4796093.2-15998414.0-39.88-29.6103.8-0.2850.95810.30811340.011689329409.8128841261014.2837270.866112.2653188.5626064.7-19340912.6-49.88-39.5103.8-0.3800.92510.68311340.012114329406.6219463261010.7828135.847598.6470274.2434932.8-18571126.9-59.88-49.4103.8-0.4750.88011.23111340.012735829403.27961426106.0915894.925508.7252026.0221712.7-12442521.413.210173.9951973106.026196041362024412203070349782903

f2N de Dov.BuubtanW-ub(24)*(25)tan(24)*(27)C*L*C*L(24)*(25)*(32)202122232425262728293031323390.3152851510160.364352371.6128252.81.6610.600.8452172001834691.64210019.480.3245902429510.364566885.2206329.31.1750.430.9061728661566561.40288494.270.3306323026430.364706166.5257023.60.8940.330.9461502641421681.27326140.060.3346363422050.364798478.5290622.40.6960.250.9761365011332721.19345698.750.3365123607350.364841715.2306359.30.5410.201.0011274031275751.14348839.640.3373003685220.364859884.3312972.30.4120.151.0231211741239961.11346371.330.3371563671030.364856572.9311767.00.2980.111.0431169141219861.09339445.520.3361673573290.364833766.7303466.30.1940.071.0621141311212601.08328441.510.3344023398960.364793090.2288661.20.0960.031.0811125531216851.09313513.100.3318773149490.364734881.7267475.10.0000.001.1001120391232371.10294207.1-10.3286252828180.364659908.8240187.2-0.095-0.031.1191125471259861.12270086.8-20.3246212432600.364567607.2206592.1-0.194-0.071.1401141181301131.16239919.4-30.3198341959570.364457232.0166418.8-0.298-0.111.1631168931359431.21201925.3-40.3142801410820.364329191.9119816.1-0.411-0.151.1891211431440371.29154035.0-50.37653756080.364176418.264211.0-0.540-0.201.2201273581553771.3989048.1413570.24086073.25.469534170.83470154.3615.821973106204675918.274096185.0

FELLENIUS

fs =1.90CUMPLE

CHUGAEV

fs =2.06CUMPLE

BISHOP

fs =2.00CUMPLE

ESTABILIDAD EN FINAL DE CONSTRUCCIONANALISIS ESTABILIDAD AGUAS ABAJO(R1)

Entonces se tiene el radio del circulo de falla de la grafica:R=119.63m


(KG/M3)(KG/M2)()(KG/M3)261011340201000

C= 11340kg/m2h =2940Kg/m3 =20()s =2610Kg/m3R= 119.63mw =1000Kg/m3z1z2

N de Dov.bxRSen Cos LCC*LhZhh*ZhsZss*Zs(12)+(15)WW*cosW*x12345678910111213141516171819811.8194.49119.630.7900.61319.25711340218369294010.3930547261030546.6360755.3221250.334087772.6711.8182.68119.630.6910.72316.34111340185305294019.5757536261057535.8679497.8491093.156180877.9611.8170.87119.630.5920.80614.65911340166235294025.5875205261075205.2888173.4715545.162944849.7511.8159.06119.630.4940.87013.58011340154001294029.3286201261086200.81018031.4885319.460124937.3411.8147.25119.630.3950.91912.85511340145778294031.2891963261091963.21086085.4997781.251317534.8311.8135.44119.630.2960.95512.36511340140220294027.378046826104.3611379.691847.41084717.81036026.438442398.6211.8123.63119.630.1980.98012.04711340136617294023.466897226107.3719235.788208.11041737.71021213.024616260.9111.8111.82119.630.0990.99511.86811340134584294019.555747726109.1423855.481332.4960535.6955835.611353531.3011.810.0119.630.0001.00011.81011340133925294015.714618726109.7225369.271556.6845083.4845083.48450.8-111.81-11.80119.63-0.0990.99511.86811340134582294011.733448626109.1423855.458341.6689014.3685654.3-8130368.7-211.81-23.61119.63-0.1970.98012.0471134013661229407.822299126107.3719235.742226.5498695.0488886.3-11774188.1-311.81-35.42119.63-0.2960.95512.3641134014021229403.911149526104.3611379.622875.0270153.8258040.9-9568845.810.791161.062182644191523278601729309603211

f2N de Dov.BuubtanW-ub(24)*(25)tan(24)*(27)C*L*C*L(24)*(25)*(32)202122232425262728293031323380.391641082270.364252528.791912.91.2880.470.8102183691769071.32121411.170.3172612038490.364475648.5173121.90.9560.350.8521853051578371.18204031.660.3225622664520.364621721.4226288.10.7350.270.8821662351466151.09247730.050.3258603054090.364712622.0259373.20.5680.210.9061540011395811.04270326.140.3275893258260.364760259.8276711.90.4300.160.9271457781352001.01279345.330.3275543254150.364759302.5276363.50.3100.110.9471402201327280.99273891.920.3264623125210.364729216.4265413.10.2010.070.9651366171317850.98261170.510.3244002881610.364672375.0244724.50.0990.040.9821345841321950.99241562.900.3214672535250.364591558.4215309.70.0000.001.0001339251339231.00215306.4-10.3175022067040.364482310.0175546.5-0.099-0.041.0181345821370541.02179647.3-20.3126681496080.364349086.5127057.1-0.201-0.071.0381366121418081.06134535.2-30.36863810460.364189107.668829.5-0.310-0.111.0601402121485941.1176368.6130053.81535935.14.006406629.02331822.275.95816540171422712.802428958.4FELLENIUS

fs =1.92CUMPLE

CHUGAEV

fs =1.99CUMPLE

BISHOP

fs =2.00CUMPLE

ESTABILIDAD EN FINAL DE CONSTRUCCION1er ANALISIS ESTABILIDAD AGUAS ARRIBA(SOLO EN LA PRESA) R1

Entonces se tiene el radio del circulo de falla de la grfica:R=81.68m


(KG/M3)(KG/M)()(KG/M3)261011340201000

C= 11340kg/m2p =2940Kg/m3presa =20s =2610Kg/m3fundacinR= 81.68mw =1000Kg/m3aguaz1z2N de Dov.bxRSen Cos LCC*LhZhh*ZhsZss*Zs(12)+(15)WW*cosW*x1234567891011121314151617181979.8869.1881.70.8470.531718.58411340.021073829400.73215826102158.021320.611335.11474962.269.8859.3081.70.7260.68814.36711340.0162921294010.2130017261030017.4296571.9203949.717586714.459.8849.4281.70.6050.79612.40911340.0140719294015.8046452261046452.0458945.8365408.922681099.549.8839.5481.70.4840.87511.29111340.0128042294018.9755772261055771.8551025.4482159.021787543.739.8829.6681.70.3630.93210.60411340.0120247294020.3359770261059770.2590529.6550220.417515107.229.8819.7881.70.2420.97010.18311340.0115476294020.2059388261059388.0586753.4569288.811605983.019.889.9081.70.1210.9939.95311340.0112871294018.7655154261055154.4544925.5540908.05394762.209.880.0281.70.0001.0009.88011340.0112039294016.0947305261047304.6467369.4467369.49347.4-19.88-9.8681.7-0.1210.9939.95311340.0112865294012.2135897261035897.4354666.3352072.7-3497009.8-29.88-19.7481.7-0.2420.97010.18211340.011546229407.1120903261020903.4206525.6200403.6-4076815.2-39.88-29.6281.7-0.3630.93210.60211340.012022329400.70205826102058.020333.018949.0-602264.69.680128.0071451602.84671534098967376206589879430

f2N de Dov.BuubtanW-ub(24)*(25)tan(24)*(27)C*L*C*L(24)*(25)*(32)202122232425262728293031323370.364763960.36414924.55432.11.5930.580.8532107381797111.608713.060.39005889720.364207600.375560.31.0560.380.9231629211503311.34101384.650.3139361376840.364321262.0116929.80.7600.280.9661407191359851.21141920.640.3167321653080.364385717.8140389.80.5530.200.9991280421279631.14160342.630.3179311771590.364413370.7150454.60.3900.141.0271202471235121.10165861.020.3178161760260.364410727.4149492.60.2500.091.0521154761215051.08162122.610.3165461634780.364381447.8138835.70.1220.041.0761128711214591.08150509.000.3141911402110.364327158.6119076.00.0000.001.1001120391232381.10130977.8-10.3107691064000.364248266.490361.6-0.122-0.041.1251128651269611.13102396.0-20.36271619580.364144567.952618.4-0.249-0.091.1521154621330381.1962480.3-30.361761000.36414233.15180.4-0.389-0.141.1841202231423231.276580.7124462.51229690.04.002869276.61044331.2811.461451603148602513.261193288.2

FELLENIUS

fs =2.56CUMPLE

CHUGAEV

fs =2.67CUMPLE

BISHOP

fs =3.00CUMPLE

ESTABILIDAD EN FINAL DE CONSTRUCCIONANALISIS ESTABILIDAD AGUAS ABAJO(SOLO EN LA PRESA) R1



(KG/M3)(KG/M)()(KG/M3)261011340201000

C= 11340kg/m2h =2940Kg/m3 =20()s =2610Kg/m3R= 104.78mw =1000Kg/m3z1z2N de Dov.bxRSen Cos LCC*LhZhh*ZhsZss*Zs(12)+(15)WW*cosW*x12345678910111213141516171819611.8170.78104.780.6760.73716.0171134018163129406.3818757261018757.2221522.5163339.715679364.8511.8158.97104.780.5630.82714.28811340162021294011.8434810261034809.6411101.4339814.124242648.1411.8147.16104.780.4500.89313.22511340149975294014.9043806261043806.0517348.9461984.924398172.2311.8135.35104.780.3370.94112.54611340142266294016.0847275261047275.2558320.1525586.319736616.0211.8123.54104.780.2250.97412.12011340137439294015.6445982261045981.6543042.7529160.912783225.1111.8111.73104.780.1120.99411.88511340134773294013.764045426100.040454.4477766.5474763.25604200.6011.81-0.08104.78-0.0011.00011.81011340133925294010.583110526100.031105.2367352.4367352.3-29388.2-111.81-11.89104.78-0.1130.99411.8871134013479629405.941746426100.017463.6206245.1204912.9-2452254.47.360103.77611768253302700306691499962584f2N de Dov.BuubtanW-ub(24)*(25)tan(24)*(27)C*L*C*L(24)*(25)*(32)202122232425262728293031323360.35627664570.364155065.856439.30.9160.330.8571816311556761.1665605.550.3104431233300.364287771.0104740.10.6810.250.8901620211441581.08112743.140.3131421552050.364362144.2131809.70.5040.180.9161499751373741.03135204.130.3141831674960.364390824.1142248.30.3580.130.9391422661335561.00141855.720.3137941629130.364380129.9138356.00.2310.080.9601374391319040.98136268.110.3121361433300.364334436.5121724.90.1130.040.9801347731320650.99120034.000.393321102060.364257146.793593.7-0.001-0.001.0001339251339441.0093606.8-10.35239618740.364144371.652547.0-0.114-0.041.0211347961376571.0354011.226707.0315409.22.912311889.7841459.033.0040349411063358.26859328.5FELLENIUS

fs =2.40CUMPLE

CHUGAEV

fs =2.49CUMPLE

BISHOP

fs =3.00CUMPLE

2DO ANALISIS-EST1ESTABILIDAD EN FINAL DE CONSTRUCCION2do ANALISIS ESTABILIDAD AGUAS ARRIBAR2



(KG/M3)(KG/M)()(KG/M3)261011340201000

C= 11340kg/m2p =2610Kg/m3 =20s =2940Kg/m3R= 104.09mw =1000Kg/m3z1z2N de Dov.bxRSen Cos LCC*LhZhh*ZhsZss*Zs(12)+(15)WW*cosW*x12345678910111213141516171819811.6192.87104.10.8920.4516225.70711340.0291520261017.4945649294045648.9529983.7239353.149219588.9711.6181.3104.10.7810.6249418.57811340.0210671261036.6995761294095760.91111784.0694801.490343571.8611.6169.7104.10.6690.7431415.62311340.0177163261046.121203732940120373.21397532.91038566.997338163.1511.6158.0104.10.5580.8301113.98611340.0158602261042.2811035129409.0526607.0136957.81590080.11319947.092288246.6411.6146.4104.10.4460.8950012.97211340.0147102261038.44100328294015.8146481.4146809.81704461.81525501.779138160.4311.6134.8104.10.3350.9423912.32011340.0139706261034.5990280294020.7460975.6151255.51756076.41654907.561146578.765016891.9885366211.6123.2104.10.2230.9748211.91011340.0135058261030.7580258294024.1270912.8151170.31755087.21710899.340735573.5111.6111.6104.10.1110.9937711.68311340.0132483261026.970209294026.0976704.6146913.61705666.91695042.219785736.0011.61-0.0104.1-0.0001.0000011.61011340.0131657261022.9159795294026.7478615.6138410.71606948.21606948.2-16069.5-111.61-11.6104.1-0.1120.9937511.68311340.0132486261019.2250164294026.0976704.6126868.81472946.81463739.9-17115641.4-211.61-23.2104.1-0.2230.9747811.91011340.0135064261015.3740116294024.1270912.8111028.51289040.91256530.0-29944419.8-311.61-34.8104.1-0.3350.9423212.32111340.0139716261011.5330093294020.7460975.691068.91057309.9996325.4-36836677.9-411.61-46.5104.1-0.4460.8949112.97311340.014711826107.6920071294015.8146481.466552.3772672.2691471.4-35890623.8-511.61-58.1104.1-0.5580.8299813.98811340.015862626103.841002229409.0526607.036629.4425267.3352965.3-24691021.412.092197.2642236972.18838161817485816246999385501165

f2N de Dov.BuubtanW-ub(24)*(25)tan(24)*(27)C*L*C*L(24)*(25)*(32)202122232425262728293031323380.3136951589950.364370988.6135028.81.9760.720.8092915202358711.79241911.460.3361124192600.364978273.0356062.30.9000.330.9451771631674421.27452840.350.3410874770240.3641113056.0405119.30.6720.240.9801586021554581.18478356.840.3440435113390.3641193123.2434261.30.4980.181.0091471021483571.13489343.430.3453775268230.3641229253.4447411.70.3550.130.9391397061312291.00445954.920.3453515265260.3641228561.0447159.60.2290.080.9601350581296600.98440376.910.3440745117000.3641193966.8434568.40.1120.040.9801324831298330.99428546.600.3597956942210.364912727.1332205.5-0.000-0.001.0001316571316601.00332211.3-10.3501645824060.364890540.4324130.2-0.112-0.041.0211324861352511.03332976.2-20.3401164657430.364823297.6299655.8-0.229-0.081.0431350641409361.07320774.0-30.3300933493830.364707926.7257664.3-0.355-0.131.0691397161493721.13292332.3-41.3200712330230.364539649.1196416.2-0.499-0.181.1001471181618011.23241386.9-52.3100221163600.364308907.3112433.1-0.672-0.241.1391586261807301.37154340.2480000.35572803.84.7311490270.44182116.4012.992026301199760015.174651351.2

FELLENIUS

fs =2.20CUMPLE

CHUGAEV

fs =2.39CUMPLE

BISHOP

fs =2.00CUMPLE

ESTABILIDAD EN FINAL DE CONSTRUCCIONANALISIS ESTABILIDAD AGUAS ABAJOR2



(KG/M3)(KG/M)()(KG/M3)21503900201000

C= 11340kg/m2h =2610Kg/m3 =20()s =2940Kg/m3R= 112.99mw =1000Kg/m3z1z2

N de Dov.bxRSen Cos LCC*LhZhh*ZhsZss*Zs(12)+(15)WW*cosW*x12345678910111213141516171819713.2993.04112.990.8230.56723.42211340265608261012.8133434294033434.1444339.2252122.341341318.1613.2979.75112.990.7060.70818.76111340212746261024.3563554294063553.5844626.0598330.167358924.7513.2966.46112.990.5880.80916.43311340186354261031.2881641294081640.81085006.2877466.472109514.2413.2953.17112.990.4710.88215.06211340170801261035.2191898294091898.11221325.71077650.564937890.1313.2939.88112.990.3530.93614.20411340161075261030.808038829406.0217698.898086.81303573.61219677.651986514.1213.2926.59112.990.2350.97213.67411340155063261026.4068904294010.1229752.898656.81311148.91274325.834863448.5113.2913.30112.990.1180.99313.38311340151764261022.0057420294012.5136779.494199.41251910.01243206.816650403.3013.290.01112.990.0001.00013.29011340150709261017.6045936294013.2939072.685008.61129764.31129764.311297.6-113.29-13.28112.99-0.1180.99313.38311340151760261013.2034452294012.5136779.471231.4946665.3940104.0-12571715.3-213.29-26.57112.99-0.2350.97213.6731134015505726108.8022968294010.1229752.852720.8700659.4681011.7-18616521.1-313.29-39.86112.99-0.3530.93614.2031134016106426104.401148429406.0217698.829182.8387839.4362904.6-15459279.09.768169.4891922002106268589656564302611795

f2N de Dov.BuubtanW-ub(24)*(25)tan(24)*(27)C*L*C*L(24)*(25)*(32)202122232425262728293031323370.3100301333020.364311037.4113208.41.4510.530.7912656082101161.39157833.960.3190662533880.364591238.2215193.10.9960.360.8472127461800921.19257148.350.3244923255020.364759504.4276437.00.7270.260.8831863541645721.09301865.340.3275693663980.364854928.0311168.40.5330.190.9121708011556911.03321455.430.3294263910720.364912501.5332123.40.3770.140.9361610751507281.00332165.420.3295973933450.364917804.2334053.40.2420.090.9581550631485190.99329200.310.3282603755730.364876337.0318960.60.1190.040.9791517641485590.99314411.200.3255033389290.364790835.0287840.40.0000.001.0001507091507061.00287835.8-10.3344524578670.364488798.2177908.0-0.118-0.041.0221517601551011.03183093.2-20.3229683052450.364395414.7143919.2-0.242-0.091.0461550571621981.08154891.1-30.3114841526220.364235217.185612.0-0.377-0.141.0741610641729281.1598234.3262847.43493242.34.007133615.82596423.8010.451922002179921011.942738134.3FELLENIUS

fs =2.03CUMPLE

CHUGAEV

fs =2.16CUMPLE

BISHOP

fs =2.00CUMPLE

ESTABILIDAD EN FINAL DE CONSTRUCCION2do ANALISIS ESTABILIDAD AGUAS ARRIBAR2



(KG/M3)(KG/M)()(KG/M3)261011340201000

C= 11340kg/m2p =2610Kg/m3 =20s =2940Kg/m3R= 76.21mw =1000Kg/m3z1z2N de Dov.bxRSen Cos LCC*LhZhh*ZhsZss*Zs(12)+(15)WW*cosW*x12345678910111213141516171819511.6158.0576.210.7620.6479217.91911340.0203201261014.3237375294037375.2433926.1281148.025189408.5411.6146.4476.210.6090.7928914.64311340.0166048261021.2255384294055384.2643010.6509834.629861410.5311.6134.8376.210.4570.8894513.05311340.0148021261025.0365328294065328.3758461.6674615.926417216.2211.6123.2276.210.3050.9524512.19011340.0138230261025.9967834294067833.9787551.6750106.118286947.7111.6111.6176.210.1520.9883311.74711340.0133212261024.8864937294064936.8753916.2745116.48752967.6011.610.0076.210.0001.0000011.61011340.0131657261021.7756820294056819.7659676.7659676.70.0-111.61-11.6176.21-0.1520.9883311.74711340.0133212261017.1944866294044865.9520893.1514813.1-6047568.9-211.61-23.2276.21-0.3050.9524512.19011340.0138230261010.6227718294027718.2321808.3306507.4-7472388.8-311.61-34.8376.21-0.4570.8894513.05311340.014802126101.97514229405141.759695.153096.0-2079181.68.101118.1511339831.974431094938939449491492908811

f2N de Dov.BuubtanW-ub(24)*(25)tan(24)*(27)C*L*C*L(24)*(25)*(32)202122232425262728293031323350.3112131301780.364303748.3110555.31.1760.430.9062032011841281.40154615.630.3195982275380.364530923.1193240.20.5140.191.0061480211488991.13218546.920.3203502362650.364551286.1200651.70.3200.121.0391382301436881.09218986.610.3194812261750.364527741.4192082.20.1540.061.0701332121425351.08207952.400.3170461979030.364461773.7168071.90.0000.001.0001316571316571.00168071.9-10.3134601562680.364364625.2132712.7-0.154-0.061.0291332121370571.04138155.5-20.38315965420.364225265.881990.1-0.320-0.121.0621382301467741.1191404.2-30.35142596950.3640.00.0-0.514-0.191.1031480211632901.240.0114605.11330565.22.912965363.51079304.058.22117378411980289.101197733.0

FELLENIUS

fs =2.44CUMPLE

CHUGAEV

fs =2.57CUMPLE

BISHOP

fs =2.00CUMPLE

ESTABILIDAD EN FINAL DE CONSTRUCCIONANALISIS ESTABILIDAD AGUAS ABAJOR2(SOLO EN LA PRESA)



(KG/M3)(KG/M)()(KG/M3)21503900201000

C= 11340kg/m2h =2610Kg/m3 =20()s =2940Kg/m3R= 94.76mw =1000Kg/m3z1z2N de Dov.bxRSen Cos LCC*LhZhh*ZhsZss*Zs(12)+(15)WW*cosW*x12345678910111213141516171819513.2966.4694.760.7010.71318.6441134021142726107.4619471294019470.6258764.3184451.417197473.7413.2953.1794.760.5610.82816.05611340182071261013.9536410294036409.5483882.3400532.025728019.5313.2939.8894.760.4210.90714.65111340166138261017.0744553294044552.7592105.4537116.023613162.7213.2926.5994.760.2810.96013.84611340157017261017.6646093294046092.6612570.7587959.916288253.7113.2913.3094.760.1400.99013.42311340152215261016.2542413294042412.5563662.1558082.67496706.3013.290.0194.760.0001.00013.29011340150709261013.0734113294034112.7453357.8453357.84533.6-113.29-13.2894.76-0.1400.99013.4221134015221126107.3319131294019131.3254255.0251745.8-3376506.16.388103.33211717873218597297324586951643f2N de Dov.BuubtanW-ub(24)*(25)tan(24)*(27)C*L*C*L(24)*(25)*(32)202122232425262728293031323350.35841776290.364181135.065927.70.9840.360.8482114271793191.1978443.240.3109231451650.364338717.6123283.10.6780.250.8901820711620771.08132582.630.3133661776320.364414473.8150856.10.4640.170.9221661381532031.02153353.020.3138281837710.364428799.5156070.20.2920.110.9491570171490850.99154389.010.3127241690990.364394563.5143609.40.1420.050.9751522151483870.98141397.400.3102341360070.364317350.4115506.10.0000.001.0001507091507061.00115503.9-10.35739762760.364177978.564778.9-0.142-0.051.0261522111562351.0467154.372654.6965579.22.552253018.2820031.576.61117178710990127.29842823.5FELLENIUS

fs =2.46CUMPLE

CHUGAEV

fs =2.55CUMPLE

BISHOP

fs =3.00CUMPLE

ESTADO 2ESTABILIDAD EN ESTADO DE OPERACIONANALISIS ESTABILIDAD AGUAS ARRIBA(R1)

CIMENTACINTERRAPLENs2610kg/m3h2940kg/m3s sat3030kg/m3h sat3320kg/m3C 8540kg/m2C 11340kg/m2 16 20

R109.81m

N de Dov.bxRSen Cos LCC*LhZhh*ZhsatZsatsat*ZsatsZss*Zs(12)+(15)+(18)12345678910111213141516171819910.9798.72109.810.8990.43825.04911340284060.94629402.316791.43320.02610.06791.400810.9787.75109.810.7990.60118.24711340206923.25929409.4227694.83320.08.99029846.82610.057541.600710.9776.78109.810.6990.71515.34411340174005.55229403320.027.2490436.82610.090436.800610.9765.81109.810.5990.80113.70411340155399.01029403320.032.99109526.82610.0109526.800510.9754.84109.810.4990.86612.66211340143587.89829403320.036.56121379.22610.0121379.200410.9743.87109.810.4000.91711.9668540102193.49329403320.032.91109261.22610.05.5314433.300123694.500310.9732.90109.810.3000.95411.498854098194.64029403320.029.2597110.02610.09.6325134.300122244.300210.9721.93109.810.2000.98011.196854095609.82829403320.025.5984958.82610.012.4632520.600117479.400110.9710.96109.810.1000.99511.025854094153.94529403320.021.9472840.82610.014.1336879.300109720.100010.97-0.01109.81-0.0001.00010.970854093683.80029403320.018.2860689.62610.014.6838314.80099004.400-110.97-10.98109.81-0.1000.99511.025854094155.67529403320.014.6348571.62610.014.1336879.30085450.900-210.97-21.95109.81-0.2000.98011.196854095613.45229403320.010.9736420.42610.012.4632520.60068941.000-310.97-32.92109.81-0.3000.95411.499854098200.52929403320.07.3124269.22610.09.6325134.30049403.500-410.97-43.89109.81-0.4000.91711.9678540102202.34429403320.03.6612151.22610.05.5314433.30026584.50012.112187.3501837984.37050991188198.400

F1.816N de Dov.WW*cosW*xBuubtanW-ub(27)*(28)tan(30)*(27)C*L*C*L(27)*(28)*(35)20212223242526272829303132333435369745023262773548040.30.0000.0000.36474502271162.0530.7470.708284060.9201256.31.61843869.48631231379489553905510.30.0000.0000.3646312312297491.3290.4840.790206923.3163394.01.313301766.47992092709265761728000.30.0000.0000.3649920923610920.9780.3560.836174005.6145487.21.170422301.761201509961830790713070.30.0000.0000.36412015094373140.7490.2720.870155399.0135124.01.086475013.2513315301153593730210960.30.0000.0000.36413315304846370.5760.2100.896143587.9128716.91.035501455.9413569291243937595284610.35530.00060664.1000.28712962653716980.4360.1250.936102193.595614.11.021379356.4313410201279417441195570.39630.000105641.1000.28712353793542390.3140.0900.95398194.693555.60.999353754.5212887491262788282622660.312460.000136686.2000.28711520633303490.2040.0580.96995609.892628.80.989326628.7112036291197619131917790.314130.000155006.1000.28710486233006880.1000.0290.98494153.992685.90.989297485.1010860781086078-108610.314680.000161039.6000.287925039265251-0.000-0.0001.00093683.893685.11.000265254.4-1937396932698-102926120.314130.000155006.1000.287782390224347-0.100-0.0291.01694155.795673.81.021229112.4-2756283741020-166004070.312460.000136686.2000.287619597177666-0.204-0.0581.03395613.598795.91.055187361.4-3541956517029-178412050.39630.000105641.1000.287436315125111-0.314-0.0901.05298200.5103327.51.103137990.3-4291632267325-127997270.35530.00060664.1000.287230967.86566229-0.436-0.1251.074102202.3109759.21.17277593.313034536.448117647143786178091077034.60011957501.84837554861837984.41649704.53998942.9

FELLENIUS

fs =1.77CUMPLE

CHUGAEV

fs =1.91CUMPLE

BISHOP

fs =1.64CUMPLE

ESTABILIDAD EN ESTADO DE OPERACIONANALISIS ESTABILIDAD AGUAS ABAJO(R1)


R109.81m

N de Dov.bxRSen Cos LCC*LhZhh*ZhsatZsatsat*ZsatsZss*Zs(12)+(15)+(18)12345678910111213141516171819910.9798.72109.810.8990.43825.04911340284060.94629402.316791.43320.02610.06791.400810.9787.75109.810.7990.60118.24711340206923.259294012.8137661.43320.05.59018558.82610.056220.200710.9776.78109.810.6990.71515.34411340174005.552294010.8131781.43320.016.4354547.62610.086329.000610.9765.81109.810.5990.80113.70411340155399.01029408.9126195.43320.024.0779912.42610.0106107.800510.9754.84109.810.4990.86612.66211340143587.89829407.1220932.83320.029.4497740.82610.0118673.600410.9743.87109.810.4000.91711.9668540102193.49329405.4716081.83320.027.4391067.62610.05.5314433.300121582.700310.9732.90109.810.3000.95411.498854098194.64029404.0111789.43320.025.2483796.82610.09.6325134.300120720.500210.9721.93109.810.2000.98011.196854095609.82829402.908526.03320.022.6975330.82610.012.4632520.600116377.400110.9710.96109.810.1000.99511.025854094153.94529401.945703.63320.020.0066400.02610.014.1336879.300108982.900010.97-0.01109.81-0.0001.00010.970854093683.80029401.564586.43320.016.7155477.22610.014.6838314.80098378.400-110.97-10.98109.81-0.1000.99511.025854094155.67529402.366938.43320.012.2640703.22610.014.1336879.30084520.900-210.97-21.95109.81-0.2000.98011.196854095613.45229403320.02610.012.4632520.60032520.600-310.97-32.92109.81-0.3000.95411.499854098200.52929403320.02610.09.6325134.30025134.300-410.97-43.89109.81-0.4000.91711.9678540102202.34429403320.02610.05.5314433.30014433.30012.112187.3501837984.37050991033761.400

F1.816N de Dov.WW*cosW*xBuubtanW-ub(27)*(28)tan(30)*(27)C*L*C*L(27)*(28)*(35)20212223242526272829303132333435369745023262773548040.30.0000.0000.36474502271162.0530.7470.708284060.9201256.31.61843869.48616736370774541185480.30.0000.0000.3646167362244731.3290.4840.790206923.3163394.01.313294836.67947029677049727128970.30.0000.0000.3649470293446900.9780.3560.836174005.6145487.21.170403120.061164003931806766030090.30.0000.0000.36411640034236620.7490.2720.870155399.0135124.01.086460185.2513018491127879713934210.30.0000.0000.36413018494738340.5760.2100.896143587.9128716.91.035490278.2413337621222699585121490.35530.00060664.1000.28712730983650550.4360.1250.936102193.595614.11.021372576.7313243041263468435695980.39630.000105641.1000.28712186633494460.3140.0900.95398194.693555.60.999348967.8212766601250942279971560.312460.000136686.2000.28711399743268820.2040.0580.96995609.892628.80.989323201.2111955421189573131031450.314130.000155006.1000.28710405362983690.1000.0290.98494153.992685.90.989295190.8010792111079211-107920.314680.000161039.6000.287918171263281-0.000-0.0001.00093683.893685.11.000263285.2-1927194922548-101805930.314130.000155006.1000.287772188221421-0.100-0.0291.01694155.795673.81.021226124.8-2356751349551-78306840.312460.000136686.2000.28722006563103-0.204-0.0581.03395613.598795.91.05566545.9-3275723263041-90768100.39630.000105641.1000.28717008248770-0.314-0.0901.05298200.5103327.51.10353790.7-4158333145136-69492490.35530.00060664.1000.28797669.20128006-0.436-0.1251.074102202.3109759.21.17232811.812031600108263043913665971077034.610954565.2134581111837984.37050991649704.53674784.3

FELLENIUS

fs =1.62CUMPLE

CHUGAEV

fs =1.74CUMPLE

BISHOP

fs =1.5 CUMPLE

2DO ANALESIS-EST2ESTABILIDAD EN ESTADO DE OPERACIONANALISIS ESTABILIDAD AGUAS ARRIBA(R2)


R102.66m

N de Dov.bxRSen Cos LCC*LhZhh*ZhsatZsatsat*ZsatsZss*Zs(12)+(15)+(18)12345678910111213141516171819810.9787.75102.660.8550.51921.13611340239683.00729409.4227694.83320.012.122610.027694.800710.9776.78102.660.7480.66416.52611340187404.13829403320.031.99106206.82610.0106206.800610.9765.81102.660.6410.76814.29311340162084.28429403320.038.48127753.62610.0127753.600510.9754.84102.660.5340.84512.9778540110820.65029403320.036.56121379.22610.05.8815346.800136726.000410.9743.87102.660.4270.90412.1348540103621.71029403320.032.91109261.22610.011.6230328.200139589.400310.9732.90102.660.3200.94711.581854098900.10329403320.029.2597110.02610.015.8041238.000138348.000210.9721.93102.660.2140.97711.229854095897.36829403320.025.5984958.82610.018.6248598.200133557.000110.9710.96102.660.1070.99411.033854094222.29929403320.021.9472840.82610.020.2052722.000125562.800010.97-0.01102.66-0.0001.00010.970854093683.80029403320.018.2860689.62610.020.5853713.800114403.400-110.97-10.98102.66-0.1070.99411.033854094224.28329403320.014.6348571.62610.019.7951651.900100223.500-210.97-21.95102.66-0.2140.97711.230854095901.55229403320.010.9736420.42610.017.8046458.00082878.400-310.97-32.92102.66-0.3210.94711.582854098906.98729403320.07.3124269.22610.014.5237897.20062166.400-410.97-43.89102.66-0.4280.90412.1358540103632.26829403320.03.6612151.22610.09.8325656.30037807.500-510.97-54.86102.66-0.5340.84512.9798540110836.79529403320.02610.03.509135.0009135.00012.286180.8371689819.244148521342052.600

F1.816N de Dov.WW*cosW*xBuubtanW-ub(27)*(28)tan(30)*(27)C*L*C*L(27)*(28)*(35)20212223242526272829303132333435368303812157684266594990.30.0000.0000.3643038121105791.6470.5990.752239683.0180202.51.449160181.471165089773392894555020.30.0000.0000.36411650894240581.1270.4100.816187404.1152881.01.229521145.2614014571075619922298850.30.0000.0000.36414014575100890.8350.3040.857162084.3138841.81.116569306.7514998841267948822536510.35880.00064503.6000.28714353814115890.6320.1810.909110820.7100766.41.076442705.4415312961384436671779430.311620.000127471.4000.28714038244025400.4730.1360.931103621.796425.21.029414319.3315176781437630499315920.315800.000173326.0000.28713443523854870.3380.0970.94998900.193884.71.002386313.4214651201431301321300880.318620.000204261.4000.28712608593615450.2190.0630.96795897.492696.80.989357736.5113774241369552150965660.320200.000221594.0000.28711558303314290.1070.0310.98394222.392651.50.989327776.7012550051255005-125500.320580.000225762.6000.2871029243295131-0.000-0.0001.00093683.893685.21.000295135.1-110994521093145-120719810.319790.000217096.3000.287882355253011-0.108-0.0311.01794224.395852.41.023258868.1-2909176888151-199564140.317800.000195266.0000.287713910204710-0.219-0.0631.03695901.699334.61.060217058.0-3681965645951-224503010.314520.000159284.4000.287522681149876-0.339-0.0971.05698907.0104492.81.115167168.8-4414748374933-182033020.39830.000107835.1000.28730691388006-0.473-0.1361.081103632.3111995.51.195105207.9-510021184702-54975730.33500.00038395.0000.28761815.95017725-0.632-0.1811.111110836.8123128.51.31423296.514722317.022132394513767926051734795.812987521.22239457751689819.21576839.14246218.9

FELLENIUS

fs =1.77CUMPLE

CHUGAEV

fs =1.92CUMPLE

BISHOP

fs =1.59CUMPLE

ESTABILIDAD EN ESTADO DE OPERACIONANALISIS ESTABILIDAD AGUAS ABAJO(R2)


R102.68m

N de Dov.bxRSen Cos LCC*LhZhh*ZhsatZsatsat*ZsatsZss*Zs(12)+(15)+(18)12345678910111213141516171819810.9787.75102.680.8550.51921.12511340239556.497294012.8137661.43320.08.73028983.62610.066645.000710.9776.78102.680.7480.66416.52211340187357.822294010.8131781.43320.021.18070317.62610.0102099.000610.9765.81102.680.6410.76814.29111340162062.26629408.9126195.43320.029.5798172.42610.0124367.800510.9754.84102.680.5340.84512.9768540110812.03329407.1220932.83320.029.4497740.82610.05.8815346.800134020.400410.9743.87102.680.4270.90412.1338540103617.20129405.4716081.83320.027.4391067.62610.011.6230328.200137477.600310.9732.90102.680.3200.94711.581854098897.89829404.0111789.43320.025.2483796.82610.015.8041238.000136824.200210.9721.93102.680.2140.97711.229854095896.47529402.798202.63320.022.8175729.22610.018.6248598.200132530.000110.9710.96102.680.1070.99411.033854094222.08829401.915615.43320.020.0366499.62610.020.2052722.000124837.000010.97-0.01102.68-0.0001.00010.970854093683.80029401.574615.83320.016.7155477.22610.020.5853713.800113806.800-110.97-10.98102.68-0.1070.99411.033854094224.07129402.366938.43320.012.2640703.22610.019.7951651.90099293.500-210.97-21.95102.68-0.2140.97711.230854095900.657294010.9732251.83320.02610.017.8046458.00078709.800-310.97-32.92102.68-0.3210.94711.581854098904.77929406.7419815.63320.02610.014.5237897.20057712.800-410.97-43.89102.68-0.4270.90412.1348540103627.75429403320.02610.09.8325656.30025656.300-510.97-54.86102.68-0.5340.84512.9788540110828.16729403320.02610.03.509135.0009135.00012.287180.8161689591.509363051343115.200

F1.816N de Dov.WW*cosW*xBuubtanW-ub(27)*(28)tan(30)*(27)C*L*C*L(27)*(28)*(35)20212223242526272829303132333435368731096379652641536430.30.0000.0000.3647310962660971.6460.5990.752239556.5180139.71.448385327.471120026743663859955990.30.0000.0000.36411200264076561.1260.4100.816187357.8152855.71.229500905.6613643151047255897855550.30.0000.0000.36413643154965700.8350.3040.857162062.3138829.51.116554169.5514702041242954806259760.35880.00064503.6000.28714057004030780.6320.1810.909110812.0100761.11.076433528.3415081291363550661616310.311620.000127471.4000.28713806583958970.4730.1360.931103617.296422.61.029407471.0315009611421828493816320.315800.000173326.0000.28713276353806930.3380.0970.94998897.993883.71.002381505.6214538541420308318830200.318620.000204261.4000.28712495933583150.2190.0630.96795896.592696.60.989354539.1113694621361638150093020.320200.000221594.0000.28711478683291460.1070.0310.98394222.192651.60.989325519.2012484611248461-124850.320580.000225762.6000.2871022698293254-0.000-0.0001.00093683.893685.21.000293258.4-110892501083004-119599620.319790.000217096.3000.287872153250086-0.108-0.0311.01794224.195851.81.023255873.5-2863447843487-189526510.317800.000195266.0000.287668181191598-0.219-0.0631.03695900.799332.91.060203151.0-3633109599689-208419620.314520.000159284.4000.287473825135867-0.338-0.0971.05698904.8104489.21.115151537.9-4281450254442-123528230.39830.000107835.1000.28717361549783-0.473-0.1361.081103627.8111988.51.19559510.2-510021184709-54975730.33500.00038395.0000.28761815.95017725-0.632-0.1811.111110828.2123115.21.31423294.014733974130946404134289041734795.812999177.94439757661689591.509363051576703.44329590.8

FELLENIUS

fs =1.60CUMPLE

CHUGAEV

fs =1.75CUMPLE

BISHOP

fs =1.5 CUMPLE

ESTADO3ESTABILIDAD EN DESEMBALSE RAPIDOANALISIS ESTABILIDAD AGUAS ARRIBA(R1)


R104.39m

N de Dov.bxRSen Cos LCC*LhZhh*ZhsatZsatsat*ZsatsZss*Zs(12)+(15)+(18)12345678910111213141516171819811.9295.31104.390.9130.40829.22211340331372.33729406.1718139.83320.02610.018139.800711.9283.39104.390.7990.60219.81511340224705.598294024.5872265.23320.00.02610.072265.200611.9271.47104.390.6850.72916.35411340185453.383294031.5992874.63320.02.458134.02610.0101008.600511.9259.55104.390.5700.82114.51311340164578.440294027.4880791.23320.012.2440636.82610.0121428.000411.9247.63104.390.4560.89013.3968540114398.799294023.6469501.63320.012.1140205.22610.07.1518661.500128368.300311.9235.71104.390.3420.94012.6858540108332.512294019.6757829.83320.012.1140205.22610.012.3632259.600130294.600211.9223.79104.390.2280.97412.2428540104547.913294015.746158.03320.012.1140205.22610.015.9141525.100127888.300111.9211.87104.390.1140.99411.9988540102461.345294011.7334486.23320.012.1140205.22610.017.9946953.900121645.300011.92-0.05104.39-0.0001.00011.9208540101796.81229407.7522785.03320.012.1140205.22610.018.6748728.700111718.900-111.92-11.97104.39-0.1150.99311.9998540102472.70129403.7811113.23320.012.1140205.22610.017.9946953.90098272.300-211.92-23.89104.39-0.2290.97312.2458540104572.04729403320.012.1140205.22610.015.9141525.10081730.300-311.92-35.81104.39-0.3430.93912.6908540108372.79629403320.07.9426360.82610.012.3632259.60058620.400-411.92-47.73104.39-0.4570.88913.4038540114462.06629403320.03.9713180.42610.07.1518661.50031841.90011.152192.4821867526.748609681203221.900

F1.816N de Dov.WW*cosW*xBuubtanW-ub(27)*(28)tan(30)*(27)C*L*C*L(27)*(28)*(35)2021222324252627282930313233343536821622688203206085400.30.0000.0000.364216226787002.2380.8150.690331372.3228754.01.692133184.67861401518180718322450.30.0000.0000.3648614013135241.3280.4830.790224705.6177471.31.313411632.961204023877585860514890.30.0000.0000.36412040234382280.9390.3420.842185453.4156071.31.155505980.9514474221188807861939660.30.0000.0000.36414474225268180.6950.2530.878164578.4144467.71.069563044.2415301501361591728810510.37150.00085228.0000.28714449224143250.5130.1470.925114398.8105830.41.040430741.9315531121459412554616160.312360.000147331.2000.28714057804031010.3640.1040.946108332.5102443.81.006405663.0215244291484314362661550.315910.000189647.2000.28713347813827420.2340.0670.964104547.9100821.80.990379076.7114500121440607172116420.317990.000214440.8000.28712355713542940.1140.0330.982102461.3100642.60.989350277.1013316891331689-665840.318670.000222546.4000.2871109143318042-0.000-0.0001.000101796.8101804.51.000318065.7-111714061163679-140217280.317990.000214440.8000.287956965274405-0.115-0.0331.019102472.7104375.01.025281355.2-2974225948370-232742390.315910.000189647.2000.287784578224974-0.235-0.0671.039104572.0108603.51.067240017.2-3698755656355-250224230.312360.000147331.2000.287551424158118-0.365-0.1051.061108372.8115004.51.130178633.5-4379555337558-181161820.37150.00085228.0000.28729432784397-0.514-0.1471.088114462.1124574.91.224103281.714342405.048128563513660555481495840.812846564.24839716701867526.71670865.24300954.6

FELLENIUS

fs =1.87CUMPLE

CHUGAEV

fs =2.02CUMPLE

BISHOP

fs =1.70CUMPLE

ESTABILIDAD EN DESEMBALSE RAPIDOANALISIS ESTABILIDAD AGUAS ABAJO(R1)


R109.81m

N de Dov.bxRSen Cos LCC*LhZhh*ZhsatZsatsat*ZsatsZss*Zs(12)+(15)+(18)12345678910111213141516171819910.9798.72109.810.8990.43825.04911340284060.94629402.136262.23320.02610.06262.200810.9787.75109.810.7990.60118.24711340206923.259294018.4354184.23320.02610.054184.200710.9776.78109.810.6990.71515.34411340174005.552294027.2580115.03320.02610.080115.000610.9765.81109.810.5990.80113.70411340155399.010294028.1182643.43320.04.8716168.42610.098811.800510.9754.84109.810.4990.86612.66211340143587.898294024.4571883.03320.012.1140205.22610.0112088.200410.9743.87109.810.4000.91711.9668540102193.493294020.861152.03320.012.1140205.22610.05.5314433.300115790.500310.9732.90109.810.3000.95411.498854098194.640294017.1450391.63320.012.1140205.22610.09.6125082.100115678.900210.9721.93109.810.2000.98011.196854095609.828294013.4939660.63320.012.1140205.22610.012.4532494.500112360.300110.9710.96109.810.1000.99511.025854094153.94529409.8328900.23320.012.1140205.22610.014.1336879.300105984.700010.97-0.01109.81-0.0001.00010.970854093683.80029406.1818169.23320.02610.014.6838314.80056484.000-110.97-10.98109.81-0.1000.99511.025854094155.67529402.366938.43320.02610.014.1336879.30043817.700-210.97-21.95109.81-0.2000.98011.196854095613.452294010.9732251.83320.02610.012.4532494.50064746.300-310.97-32.92109.81-0.3000.95411.499854098200.52929407.3121491.43320.02610.09.6125082.10046573.500-410.97-43.89109.81-0.4000.91711.9678540102202.34429403.6610760.43320.02610.05.5314433.30025193.70012.112187.3501837984.37050991038091.000

F1.816N de Dov.WW*cosW*xBuubtanW-ub(27)*(28)tan(30)*(27)C*L*C*L(27)*(28)*(35)20212223242526272829303132333435369686963008467817020.30.0000.0000.36468696250032.0530.7470.708284060.9201256.31.61840451.08594401357347521586590.30.0000.0000.3645944012163441.3290.4840.790206923.3163394.01.313284159.17878862628314674789900.30.0000.0000.3648788623198790.9780.3560.836174005.6145487.21.170374103.261083965867735713357660.30.0000.0000.36410839653945310.7490.2720.870155399.0135124.01.086428542.7512296081065291674316780.30.0000.0000.36412296084475410.5760.2100.896143587.9128716.91.035463071.8412702221164450557246300.35530.00060664.1000.28712095583468350.4360.1250.936102193.595614.11.021353981.4312689981210703417500190.39610.000105421.7000.28711635763336500.3140.0900.95398194.693555.60.999333193.4212325921207762270307530.312450.000136576.5000.28710960163142780.2040.0580.96995609.892628.80.989310738.5111626521156847127426680.314130.000155006.1000.28710076462889380.1000.0290.98494153.992685.90.989285860.20619629619629-61960.314680.000161039.6000.287458590131499-0.000-0.0001.00093683.893685.11.000131500.4-1480680478271-52778680.314130.000155006.1000.28732567493386-0.100-0.0291.01694155.795673.81.02195369.2-2710267695932-155903590.312450.000136576.5000.287573690164503-0.204-0.0581.03395613.598795.91.055173479.7-3510911487412-168192000.39610.000105421.7000.287405490116272-0.314-0.0901.05298200.5103327.51.103128241.2-4276375253339-121300940.35530.00060664.1000.287215710.78961854-0.436-0.1251.074102202.3109759.21.17272467.711387858102231173526611481076376.410311481.8732545131837984.37050991649704.53475159.7

FELLENIUS

fs =1.73CUMPLE

CHUGAEV

fs =1.86CUMPLE

BISHOP

fs =1.6CUMPLE

2DO ANALISIS-EST3ESTABILIDAD EN DESEMBALSE RAPIDOANALISIS ESTABILIDAD AGUAS ARRIBA(R2)


R102.66m

N de Dov.bxRSen Cos LCC*LhZhh*ZhsatZsatsat*ZsatsZss*Zs(12)+(15)+(18)12345678910111213141516171819810.9795.31102.660.9280.37229.52311340334793.934294019.3957006.63320.02610.057006.600710.9784.34102.660.8220.57019.24111340218191.287294030.689964.03320.02610.089964.000610.9773.37102.660.7150.69915.68411340177855.751294028.7484495.63320.08.8329315.62610.0113811.200510.9762.40102.660.6080.79413.8158540117979.881294025.0873735.23320.012.1140205.22610.04.7212319.200126259.600410.9751.43102.660.5010.86512.6758540108247.121294021.4363004.23320.012.1140205.22610.010.7528057.500131266.900310.9740.46102.660.3940.91911.9368540101934.313294017.7752243.83320.012.1140205.22610.015.1839619.800132068.800210.9729.49102.660.2870.95811.453854097806.034294014.1141483.43320.012.1140205.22610.018.2347580.300129268.900110.9718.52102.660.1800.98411.153854095246.501294010.4630752.43320.012.1140205.22610.020.0152226.100123183.700010.977.55102.660.0740.99711.000854093938.18529406.8120021.43320.012.1140205.22610.020.5853713.800113940.400-110.97-3.42102.66-0.0330.99910.976854093735.82929403.149231.63320.012.1140205.22610.020.0152226.100101662.900-210.97-14.39102.66-0.1400.99011.079854094617.93929403320.011.6038512.02610.018.2347580.30086092.300-310.97-25.36102.66-0.2470.96911.321854096680.10229403320.07.9426360.82610.015.1839619.80065980.600-410.97-36.33102.66-0.3540.93511.7298540100165.68929403320.04.2814209.62610.010.7528057.50042267.100-510.97-47.30102.66-0.4610.88812.3608540105555.29029403320.00.601992.02610.04.7212319.20014311.20011.940193.9451836747.855365441327084.200

F1.816N de Dov.WW*cosW*xBuubtanW-ub(27)*(28)tan(30)*(27)C*L*C*L(27)*(28)*(35)20212223242526272829303132333435368625362232367596032910.30.0000.0000.3646253622276132.4990.9090.666334793.9223080.31.793408168.27986905562675832355740.30.0000.0000.3649869053592041.4410.5240.776218191.3169297.81.361488846.861248509873260916030950.30.0000.0000.36412485094544201.0220.3720.830177855.8147623.51.187539253.8513850681099835864282310.34720.00051778.4000.28713332893823150.7650.2190.892117979.9105257.71.124429546.6414399981246264740590920.310750.000117927.5000.28713220703790980.5790.1660.916108247.199181.91.059401345.9314487951331530586182350.315180.000166524.6000.28712822703676850.4290.1230.937101934.395469.91.019374695.1214180801358312418191740.318230.000199983.1000.28712180973492840.3000.0860.95597806.093383.90.997348165.7113513251329154250265430.320010.000219509.7000.28711318153245430.1830.0530.97295246.592565.80.988320669.701249926124654194369430.320580.000225762.6000.28710241642936740.0740.0210.98893938.292857.00.991291082.2-111152421114623-38141280.320010.000219509.7000.287895732256847-0.033-0.0101.00593735.894231.81.006258349.5-2944433935108-135903840.318230.000199983.1000.287744449213467-0.142-0.0411.02394617.996781.41.033220525.5-3723807701375-183557500.315180.000166524.6000.287557283159798-0.255-0.0731.04296680.1100735.01.075171825.6-4463670433665-168451340.310750.000117927.5000.28734574399140-0.378-0.1081.064100165.7106530.31.137112734.8-5156994139337-74258101.34720.00051778.4000.28710521530170-0.519-0.1491.089105555.3114980.21.22737028.414558114126040474698489721737209.212820904.47438972581836747.91631976.44402237.8

FELLENIUS

fs =1.40NO CUMPLE

CHUGAEV

fs =1.56CUMPLE

BISHOP

fs =1.32NO CUMPLE

ESTABILIDAD EN DESEMBALSE RAPIDOANALISIS ESTABILIDAD AGUAS ABAJO(R2)


R102.68m

N de Dov.bxRSen Cos LCC*LhZhh*ZhsatZsatsat*ZsatsZss*Zs(12)+(15)+(18)12345678910111213141516171819810.9787.75102.680.8550.51921.12511340239556.497294017.3250920.83320.02610.050920.800710.9776.78102.680.7480.66416.52211340187357.822294028.5583937.03320.02610.083937.000610.9765.81102.680.6410.76814.29111340162062.266294028.1182643.43320.07.432610.082643.400510.9754.84102.680.5340.84512.9768540110812.033294024.4671912.43320.012.1140205.22610.03.37112117.600410.9743.87102.680.4270.90412.1338540103617.201294020.861152.03320.012.1140205.22610.09.39101357.200310.9732.90102.680.3200.94711.581854098897.898294017.1550421.03320.012.1140205.22610.013.8236070.200126696.400210.9721.93102.680.2140.97711.229854095896.475294013.4939660.63320.012.1140205.22610.016.8644004.600123870.400110.9710.96102.680.1070.99411.033854094222.08829409.8328900.23320.012.1140205.22610.018.6448650.400117755.800010.97-0.01102.68-0.0001.00010.970854093683.80029406.1818169.23320.012.1140205.22610.019.2350190.300108564.700-110.97-10.98102.68-0.1070.99411.033854094224.07129402.366938.43320.012.1140205.22610.018.6448650.40095794.000-210.97-21.95102.68-0.2140.97711.230854095900.65729403320.02610.016.8644004.60044004.600-310.97-32.92102.68-0.3210.94711.581854098904.77929403320.02610.013.8236070.20036070.200-410.97-43.89102.68-0.4270.90412.1348540103627.75429403320.02610.09.3924507.90024507.900-510.97-54.86102.68-0.5340.84512.9788540110828.16729403320.02610.03.378795.7008795.70012.287180.8161689591.509363051117035.700

F1.816N de Dov.WW*cosW*xBuubtanW-ub(27)*(28)tan(30)*(27)C*L*C*L(27)*(28)*(35)20212223242526272829303132333435368558601290077490172530.30.0000.0000.3645586012033141.6460.5990.752239556.5180139.71.448294413.47920789611375706981710.30.0000.0000.3649207893351401.1260.4100.816187357.8152855.71.229411801.46906598695909596632210.30.0000.0000.3649065983299750.8350.3040.857162062.3138829.51.116368250.1512299301039820674493650.33370.00036968.9000.28711929613420760.6320.1810.909110812.0100761.11.076367918.0411118881005296487785480.39390.000103008.3000.28710088802892920.4730.1360.931103617.296422.61.029297749.0313898601316583457263780.313820.000151605.4000.28712382543550640.3380.0970.94998897.993883.71.002355821.2213588581327505297997620.316860.000184954.2000.28711739043366120.2190.0630.96795896.592696.60.989333064.5112917811284401141579210.318640.000204480.8000.28710873003117780.1070.0310.98394222.192651.60.989308343.1011909551190955-119100.319230.000210953.1000.287980002281011-0.000-0.0001.00093683.893685.21.000281015.3-110508601044835-115384450.318640.000204480.8000.287846379242695-0.108-0.0311.01794224.195851.81.023248311.9-2482730471572-105959340.316860.000184954.2000.28729777685386-0.219-0.0631.03695900.799332.91.06090534.7-3395690374802-130261180.313820.000151605.4000.28724408569990-0.338-0.0971.05698904.8104489.21.11578062.8-4268852243053-117998990.39390.000103008.3000.28716584347555-0.473-0.1361.081103627.8111988.51.19556846.5-59648981563-52933770.33370.00036968.9000.28759519.92917067-0.632-0.1811.111110828.2123115.21.31422428.812253882109777453330749371572988.310680893.32932469541689591.509363051576703.43514560.5

FELLENIUS

fs =1.75CUMPLE

CHUGAEV

fs =1.90CUMPLE

BISHOP

fs =1.6CUMPLE

MET.GRAFICOMETODO GRAFICONO SATURACIONSATURACION =20 =20C=11340C=11340PE =2940PE =3320407.208831.4557

N =1275.5900m2 =3750.235TonN =1,275.590m2 =4234.959TonT =375.753m2 =1104.714TonT =375.753m2 =1247.500Tontan () =0.36397U =153.126m2 =508.378TonL81.68m =81.68mtan () =0.36397C =11Ton/mL =81.68mC =11.34Ton/m

FS =2.0740>=1.5OK!FS =1.8297515319>=1.5

Hoja1METODO GRAFICONO SATURACIONSATURACION =20 =20C=11340C=11340PE =2940PE =3320407.208831.4557947.8686.79

N =2983.87m2 =8772.578TonN =2,983.870m2 =9906.448TonT =861.070m2 =2531.546TonT =861.070m2 =2858.752Tontan () =0.36397U =3,076.460m2 =10213.847TonL119.63m =119.63mtan () =0.36397C =11Ton/mL =109.81mC =11.34Ton/m

FS =1.7971>=1.5OK!FS =0.3964531474>=1.5OK!

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ESTABILIDAD-FARITH