Hoja1A.- DETERMINACION DE LAS CARACTERISTICAS FISICAS DE UNA CUENCA1.-AREA DE LA CUENCA29.068Km22.-PERIMETRO23.433Km3.-PENDIENTE DE CAUCE (Sc)PENDIENTE DE UN TRAMOCota max=4100Cota min=1900Dh = Cota maxima -cota minima2200KmL= Longitud de planta horizontal8500KmPENDIENTE (Sc)8.50.00850.25882352943.1.-PENDIENTE DEL CAUCE PRINCIPAL (TAYLOR Y SHWARZ)S= Pendiente del cauce en estudiom= numero de segmentos iguales en que se divide el cauce principalS1,S2,S3,Sm = Pendiente de cada tramoTRAMOSEGMENTOSDhDLPENDIENTE DEL TRAMO (S1)1/(Si)^1/211-20.5220.850.61456379491.2756058851310.24832.620.5223822-30.3090.850.36352887291.6585575477538.49847.490.30933-40.7250.850.85332814681.082535044513.62738.950.7253344-50.4600.850.54163449121.3587727977100.53560.920.4603955-60.1110.850.13056451232.7674986934258.14369.120.1109866-70.3660.850.43072877331.5236950543108.77474.890.3661277-80.6640.850.78110472451.131476055381.38745.320.6639488-90.5670.850.66670489411.224709758899.72666.420.566799-100.0110.850.0133293928.6615343053166.47177.80.011330.858.50TOTAL20.6843851421S=0.4351108306Los datos de la tabla corresponden al cauce principal de la cuenca ______________ cuya longitud total es de ____________ Kmhabiendosele dividido en1-2tramos iguales de _____________Km cada uno4.-INDICE DE COMPACIDAD O COEFICIENTE DE GRAVELIUS (Kc)Kc =1.22609297165.-RECTANGULO EQUIVALENTELE =8.3038133879kmLe=3.5005603621km6.-PENDIENTE DE LA CUENCA (Sg)CURVAS REPRESENTATIVASD=0.36666666670.1kmDIFERENCIA ENTRE CURVAS DE NIVEL6.1.-CRITERIO DE ALVORDD=Desnivel constante entre curvas de nivelLi=Longitud de la curva de nivel iA=Area de la cuencaNroLi10.4063053406.30530.406305322.30664632306.64632.306646334.68494134684.94134.684941345.11909265119.09265.119092655.83394635833.94635.833946366.95818616958.18616.958186177.86023177860.23177.860231789.23126969231.26969.231269699.70170389701.70389.70170381010.332120810332.120810.33212081110.122271610122.271610.12227161210.445429710445.429710.44542971311.271410511271.410511.27141051411.537056311537.056311.53705631511.740163911740.163911.74016391611.619940011619.9411.619941711.954067011954.06711.954067189.04666399046.66399.0466639197.74581677745.81677.7458167206.96495476964.95476.9649547213.84425533844.25533.8442553222.52887062528.87062.5288706231.38843011388.43011.3884301241.11032511110.32511.1103251250.9333856933.38560.9333856260.7810771781.07710.7810771175.4685619Sg =0.60364855486.2.-CRITERIO DEL RECTANGULO EQUIVALENTEH= Desnivel Total1.06551KmL= Lado mayor del rectangulo equivalente8.3038133879KmSg =0.12831574496.3.-CRITERIO DE HORTONLx = Longitud total de lineas de la malla en sentido x, dento e la cuenca;Ly = Longitud total de las lineas de la malla en sentido y, dentro de la cuencaNx = Numero total de intersecciones y tangencias de lineas de la malla con curvas de nivel, en el sentido x;Ny = Numero total de intersecciones y tangencias de lineas de la malla con curvas de nivel, en el sentido y;Nro de la linea de la mallaInterseccionesInterseccionesNxNyLxLy0231047.4321537.12115111824.3834958.17728112975.7947163.941311164054.3288724.276411114829.4798149.277511155009.6086934.76613115099.6196333.341711104738.6045698.8548874512.1154929.7019744558.1953646.40710904520.3310111104295.029012603498.233013202652.537014101891.032015101372.32016201176.31101710646.2070180000111213141516171819202122232425262728293031323334353637383940Suma parciales1209958701.55758075.855Suma Total219116777.412Lx =58.701557KmNx =120KmSx =0.7495542239Ly =58.075855KmNy =99KmSy =0.1704667112PENDIENTE MEDIA POR EL METODO DE HORTONN = Nx + NyL =Lx + Lyf = Angulo dominante entre las lineas de malla y curvas de nivel, se acepta como 1 o considerar el promedio aritmetico ogeometrico de las pendientes Sx y Sy, como pendiente de la cuencaSc =0.1875362677PROMEDIO ARITMETICOSa =0.4600104675PROMEDIO GEOMETRICOSs =0.3574549536.4.-CRITERIO DE NASH (Ns)D = Desnivel entre curvas de nivel cte (m)d = distancia minima de un punto entre curvas de nivel (Km)Con este procedimiento la pendiente media de la cuenca es la media aritmetica de todas lasintersecciones detectadas,descontando aquellas intersecciones con pendiente nulaD =0.4Si es en Km no se mutiplica por 1000 sino por 11INTERSECCIONCOORDENADASDISTANCIA MINIMA d (Km)PENDIENTEXY1300.000000.0000000002140.444410.900069755444.410.444413150.494520.808865162494.520.494524250.664080.602337068664.080.664085350.395431.011557039395.430.395436240.398701.003260597398.70.39877340.444370.900150775444.370.444378350.695430.575183699695.430.695439450.000000.0000000000010550.000000.0000000000011260.316201.265022138316.20.316212360.392361.019471914392.360.3923613460.483220.827780307483.220.4832214560.398931.002682175398.930.3989315760.264821.510459935264.820.2648216650.262021.526601023262.020.2620217540.303021.320044882303.020.3030218440.358861.114640807358.860.3588619330.336441.188919272336.440.3364420230.420820.950525165420.820.4208221220.359571.112439859359.570.3595722320.322191.241503461322.190.3221923430.332891.201598126332.890.3328924530.265151.508580049265.150.2651525630.388541.029495033388.540.3885426640.527620.758121375527.620.5276227420.250381.597571691250.380.2503828520.000000.0000000000029620.374851.067093504374.850.3748530730.355871.124005957355.870.3558731510.000000.0000000000032610.390541.024222871390.540.3905433720.312451.280204833312.450.3124534830.241011.659682171241.010.2410135840.553870.722191128553.870.5538736940.526360.759936165526.360.5263637600.423580.944331649423.580.4235838710.215711.854341477215.710.2157139820.245791.627405509245.790.2457940930.304701.312766656304.70.3047411030.335901.190830604335.90.3359421130.374571.067891182374.570.3745743700.322061.242004595322.060.3220644810.328361.218175174328.360.3283645920.252021.587175621252.020.25202461020.356341.122523433356.340.35634471120.346181.155468254346.180.34618481230.343151.165670989343.150.34315491240.363621.100049502363.620.3636250800.000000.0000000000051910.000000.00000000000521010.000000.00000000000531110.000000.00000000000541210.403980.990148027403.980.40398551220.394241.014610390394.240.39424561330.548600.729128691548.60.5486571340.296241.350256549296.240.29624581440.311811.282832494311.810.31181591550.292671.366727030292.670.29267601560.366901.090215318366.90.3669611310.301461.326875871301.460.30146621320.367411.088701995367.410.36741631420.454190.880688699454.190.45419641430.578890.690977561578.890.57889651540.323761.235483074323.760.32376661650.554380.721526751554.380.55438671660.542290.737612716542.290.5422968370.277921.439263097277.920.2779269470.361331.107021282361.330.3613370570.481220.831220648481.220.4812271380.149762.670940171149.760.1497672480.201921.980982567201.920.2019273390.000000.0000000000074490.247721.614726304247.720.2477275590.252841.582028160252.840.2528476690.402760.993147284402.760.40276774100.000000.00000000000785100.328031.219400665328.030.32803796100.404840.988044660404.840.40484805110.360461.109693170360.460.36046816110.288931.384418371288.930.28893827110.313351.276527844313.350.31335838110.368181.086425118368.180.36818849110.231541.727563272231.540.231548510110.208021.922892030208.020.20802865120.254301.572945340254.30.2543876120.331501.206636501331.50.3315887120.000000.00000000000894100.299321.336362421299.320.29932909100.302811.320960338302.810.302819110100.344311.161743777344.310.3443192790.376501.062416999376.50.376593890.343361.164958062343.360.3433694990.380031.052548483380.030.38003951090.576540.693794013576.540.5765496780.755760.529268551755.760.7557697880.382761.045041279382.760.3827698980.440880.907276356440.880.4408899970.732540.546045267732.540.732541001070.525850.760673196525.850.52585101770.439320.910498042439.320.43932102870.517520.772916989517.520.51752103860.443230.902465988443.230.44323104960.284451.406222535284.450.28445105750.263561.517680983263.560.26356106850.307471.300939929307.470.30747107950.294271.359295885294.270.294271081050.562070.711655132562.070.562071091160.495200.807754443495.20.49521101040.461740.866288387461.740.461741111140.371551.076571121371.550.371551121250.339611.177821619339.610.339611131350.346591.154101388346.590.346591141450.284091.408004506284.090.284091151360.461500.866738895461.50.46151161460.326051.226805705326.050.326051171170.419030.954585591419.030.419031181270.268731.488482864268.730.268731191370.451330.886269470451.330.451331201470.239101.672940192239.10.23911211080.700190.571273511700.190.700191221180.619730.645442370619.730.619731231280.276971.444199733276.970.276971241380.264761.510802236264.760.264761251480.288761.385233412288.760.288761261190.347251.151907847347.250.347251271290.307501.300813008307.50.30751281390.308921.294833614308.920.308921291490.366761.090631476366.760.366761301590.351811.136977346351.810.351811311690.287661.390530487287.660.2876613211100.338311.182347551338.310.3383113312100.297001.3468013472970.29713413100.262531.523635394262.530.2625313514100.248221.611473693248.220.2482213611110.232181.722801275232.180.2321813712110.192352.079542501192.350.1923513813110.361931.105186086361.930.3619313914110.000000.000000000001401780.693780.576551645693.780.693781411870.488550.818749360488.550.488551422050.412550.969579445412.550.412551432150.000000.000000000001442040.330161.211533802330.160.330161452140.326331.225753072326.330.326331462030.412140.970543990412.140.412141472130.000000.000000000002102202302402502602702802903003103203303403503603703803904004104204304404504604704804905005105205305405505605705805906006106206306406506606706806907007107207307407507607707807908008108208308408508608708808909009109209309409509609709809901000TOTAL153.7387868334INDICAR EL ULTIMO NUMERO, DESCONTANDO LOS NULOS15.00PENDIENTE MEDIA =10.24925245567.-DENSIDAD DE DRENAJE (Dd)Sum L =19.813935Longitud total de los cauces dentro de una cuenca se recomienda trabajar con KmDd =0.6816408078L/L2Se expresa en esas unidades8.-GRAFICAR LA CURVA HIPSOMETRICA DE LA CUENCA Y DETERMINAR EL VALOR DE LA ALTITUD MEDIAEN METROS SOBRE EL NIVEL DEL MAR (msnm) ANALITICA Y GRAFICAMENTECOTA (msnm)AREAS PARCIALES (Km2)% DEL TOTALAREAS REFERIDAS A LA COTA MAS ALTAMENORMAYORPOR DEBAJOPOR ENCIMAKm2%Km2%1800.002000.000.311.0700.0029.066585044100.002000.002200.001.465.030.3122261251.0728.7543698.932200.002400.001.735.941.7756332856.1127.2909593.892400.002600.002.398.223.50076124512.0425.5658287.962600.002800.002.829.695.89002925520.2623.1765679.742800.003000.003.6112.418.70767049529.9620.3589170.043000.003200.003.2311.1112.31395001542.3616.7526457.643200.003400.003.4311.8115.54330470553.4713.5232846.533400.003600.003.5712.3018.97480026565.2810.0917834.723600.003800.003.1910.9822.54890230577.586.5176822.423800.004000.002.217.6125.74059952488.563.3259911.444000.004200.000.582.0127.95159062496.161.114993.844200.004400.000.311.0828.53628124498.180.530301.824400.004600.000.220.7528.84981325499.250.216770.750.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.000.0029.066585044100.00-0.00000-0.00TOTAL29.07100.0029.07100.00-0.00000-0.00

Sc = Dh/LKc = P/(2(PI * A)1/2) = 0,2821 P/(A)1/2Kc = 1 Cuenca regularKc < 1 Cuenca irregular mas susceptible a inundacioneskc >1 Menos susceptible a inundacionesD = Cota max -Cota min 6Sg= H LSx = Nx D LxSy = Ny D LySc= N D sec f LSa= Sx + Sy 2Ns = D(m) * 10 3 d (Km)

Hoja1

CURVA HIPSOMETRICA POR DEBAJO

Hoja2

CURVA HIPSOMETRICA POR ENCIMA

Hoja3B.- TRATAMIENTO DE DATOS DE PRECIPITACION: lluvia1.-CALCULO DE LA LLUVIA MEDIA SOBRE LA CUENCA PARA UNA TORMENTA DADA1.1.-METODO DE LA MEDIA ARITMETICAPi= Valores registrados en cada una de las estaciones pluviometricas colindantesn= Nro de estacionesCALACOAOMATEICHUAP4P5P6SUMA361.4120.8341.5482.2n=2.00241.11.2.-METODO DE LOS POLIGONOS DE THIESSENESTACIONESPi (mm)Ai (Km2)Pi.AiCALACOA361.47.9633606552877.958540717OMATE120.820.98643866962535.1617912877TOTAL2877.9585407177963360.6557.96336065520986438.669620.9864386696A=29.068Km299.0077934745mm1.3.-METODO DE LAS CURVAS ISOHIETASISOHIETASLLUVIA (Pi) mmAREA ENTRE ISOHIETAS (Ai) Km2((p1+p2)/2)*A112052100.45679113497.068115911456791.13370.456791133722102151.277439873277.8431722911277439.87261.277439872632152202.194719426488.3250722632194719.42592.194719425942202252.407264526547.6526795972407264.52572.407264525752252302.615960573627.8305375922615960.57332.615960573362302352.731393284669.1913546052731393.28412.731393284172352402.744809679686.2024198002744809.67922.744809679282402452.511456199640.4213306432511456.19862.511456198692452502.469994112642.1984691722469994.11222.4699941122102502552.424821331642.5776526622424821.33082.4248213308112552602.279782042615.5411512052279782.04152.2797820415122602651.767572087486.0823238431767572.08671.7675720867132652701.182666338331.1465747241182666.33831.1826663383142702750.793545253109.112472288793545.2530.793545253152752800.63517742588.924839444635177.42460.6351774246162802850.48746885169.464311225487468.85070.4874688507172852900.0418036676.06153168641803.66680.041803666829.0226657987025.644008949PRECIPITACION ANUAL242.0743862028mmC .- INTENSIDAD MAXIMA DE PRECIPITACION EN mm/hra21.353.826.206.300.000.600.000.500.005.000.502.20CALCULO AL AO 2001ENEROImax=6.69238087FEBREROImax=15.05507721MARZOImax=8.02162076ABRILImax=2.30500290MAYOImax=0.00000000JUNIOImax=0.29453088JULIOImax=0.00000000AGOSTOImax=0.25110031SETIEMBREImax=0.00000000OCTUBREImax=1.88298669NOVIEMBREImax=0.25110031DIIEMBREImax=0.91805424D.- ESTIMACION DE CAUDALESMETODO RACIONALC=0.5Q=0.6184948647m3/segQ=1.3913565481m3/segQ=0.7413402412m3/segQ=0.2130232106m3/segQ=0m3/segQ=0.0272198852m3/segQ=0m3/segQ=0.0232061288m3/segQ=0m3/segQ=0.1740214163m3/segQ=0.0232061288m3/segQ=0.0848445188m3/segCAUDAL DE DISEOQ=1.3913565481m3/seg

Imax.=0.4602*(Pmax.24h)0.875Q=CiA 3600

EVAPOTRANSPIRACIONSERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIADIRECCION REGIONAL TACNA - MOQUEGUAESTACION : PLU- CALACOALAT.:16 44 4.6"DPTO. :MOQUEGUAPARAMETRO : EVAP. DIARIA MEDIA (mm.)LONG. :70 40 56.9"PROV.:MCAL. NIETOCODIGO : 8738308ALT. :3,478 msnm.DIST. :SAN CRISTOBALAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTOTALPROM.ANUALANUAL19972.01.81.93.24.54.14.75.14.84.94.74.746.43.919983.62.43.13.13.64.04.64.54.75.03.95.047.54.019992.52.73.84.54.23.83.44.95.46.75.14.351.34.320003.23.74.03.84.23.83.54.54.34.95.03.848.74.120013.43.64.33.93.43.63.84.03.84.64.542.93.9PROM.2.92.83.43.74.03.94.04.64.65.24.64.54.0SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIADIRECCION REGIONAL TACNA - MOQUEGUAESTACION : PLU- CALACOALAT.:16 44 4.6"DPTO. :MOQUEGUAPARAMETRO : HORAS SOL (h/s)LONG. :70 40 56.9"PROV.:MCAL. NIETOCODIGO : 8738308ALT. :3,478 msnm.DIST. :SAN CRISTOBALAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTOTALPROMANUALANUAL19979.29.29.17.09.58.67.760.38.619984.05.86.78.79.47.59.39.39.79.48.56.694.97.919996.92.03.47.18.99.19.09.38.98.810.06.790.17.520002.52.53.80.78.68.99.99.38.88.89.12.875.76.320012.52.85.07.28.58.78.89.09.29.38.67.987.57.3PROM4.03.34.75.98.98.79.29.28.79.29.06.37.5SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIADIRECCION REGIONAL TACNA - MOQUEGUAESTACION :PLU CALACOALAT.:16 44 4.6"DPTO. :MOQUEGUAPARAMETRO :HUMEDAD RELATIVA (%)LONG. :70 40 56.9"PROV.:MCAL. NIETOCODIGO :8308ALT. :3,478 msnm.DIST. :SAN CRISTOBALAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTOTALPROMANUALANUAL1997363742483838522914219987772685331343129303340575554619996490856425362628304036555794820008688836645362728324139456165120017987805830476PROM77847960343630323538385253EVAPOTRANSPIRACION POTENCIALMETODO THORNTHWAITEEtp= Evapotranspiracin potencial mensual, en mm por 30 dias de 12 hrs de duracint= Temperatura media mensual, en C, en el mes considerado19.5TEMPERATURAS MEDIAS MENSUALESAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTOTALPROMANUALANUAL200116.116.016.018.918.218.518.419.119.319.519.219.2218.418.2i = Indice trmico mensualAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDIC20015.95.85.87.57.17.27.27.67.77.97.77.7I =Indice trmico anualI=85.0a=1.8604594432Etp=74.9476340336mmEVAPOTRANSPIRACION REALKc=0.75 maiz4 mesesEtr=56.2107255252mm

Etp= 16 (10 t )a Ii=( t )1.514 5a=0.016 I + 0.5Etr= Kc (Ks ET )

MBD0007B5BB.unknown

MBD0007B5BF.unknown

MBD0007B5C1.unknown

MBD0007B5C2.unknown

MBD0007B5C0.unknown

MBD0007B5BD.unknown

MBD0007B5BE.unknown

MBD0007B5BC.unknown

MBD0001926A.unknown

MBD0007B5BA.unknown