ParmetrosMICRO CUENCA:Rio QueiraneUBICACIN:VERTIENTE DE LA CUENCA DEL LAGO TITICACADEPARTAMENTO:PUNODATOS:Area (km2):14930.2.Longitud del Cauce Principal (km)11.57Longitud Total de los ros (km)38.3CUADRO N 1RAMIFICACION DEL SISTEMA DE DRENAJEORDENRIOS Y/O QUEBRADASDEL RION de RosLongitud Totalkm1er1558.42do57.93er5174to210.75to006to00TOTAL2794CUADRO N 2DISTRIBUCION ALTIMETRICA DE LA SUPERFICIEALTITUD (msnm)AREARangoPromediokm2%38103850383014.55.68385040003925249.404000420041003614.1042004400430062.824.6044004600450011846.2246004800470000.0048005000490000.0050005200510000.0052005400530000.0054005600550000.00TOTAL255.3100.00Hm (msnm):4302.29CUADRO N 3CALCULO DE LA CURVA HIPSOMETRICA QUEIRANEALTITUDAREAAREA BAJO LAAREA SOBRE LAPARCIALALTITUDALTITUDmsnm.km2km2%km2%38100.000.000.00259.30100.00385014.5014.505.59244.8094.41400024.0038.5014.85220.8085.15420036.0074.5028.73184.8071.27440062.80137.3052.95122.0047.05CUADRO N 44600118.00255.3098.464.001.54PARAMETROS GEOMORFOLOGICOS48000.00255.3098.464.001.54MICRO CUENCA:Rio Queirane52000.00255.3098.464.001.5454000.00255.3098.464.001.54PARAMETROSSIMBOLOUNIDADVALOR56004.00259.30100.000.000.00TOTAL259.301. AREAAkm214930.22. PERIMETROPkm824.5CUADRO N 4PERFIL LONGITUDINAL DE LA MICROCUENCA3. LONGITUD DEL CAUCE PRINCIPALLkm11.57ALTITUDLONGITUD (km)4. PARAMETROS DE FORMAmsnm.PARCIALACUMULADA159016000.860.864.1 Indice de CompacidadKcAdimensional1.90170018005.286.144.2 Ancho Medio de la CuencaAmkm1290.42190020003.569.74.3 Factor de FormaFfAdimensional111.53210022004.113.8230024003.817.65. PARAMETROS RELATIVOS AL SISTEMA DE DRENAJE250026003.521.1270028003.1624.265.1 Densidad de DrenajeDdkm/km20.00290030002.1226.385.2 Extensin Media de Escurrimiento SuperficialEskm97.46310032002.7929.175.3 Frecuencia de RosFros/km20.00330034001.83315.4 Grado de RamificacinGr.orden6to350036001.3932.39370037752.2534.646. PARAMETROS RELATIVOS A LAS VARIACIONES ALTITUDINALESTOTAL34.646.1 Altitud MediaHmmsnm4302.296.2 Polgono de Frecuencia de Altitudes *6.3 Curva Hipsomtrica **7. PARAMETROS RELACIONADOS CON LA DECLIVIDAD DE LOS ALVEOS7.1 Pendiente Media del Ro PrincipalS%6.318. OTROS PARAMETROS

CurvaHipsometrica01005.591978403494.408021596614.847666795285.152333204828.73119938371.26880061752.950250674947.049749325198.4573852681.54261473298.4573852681.54261473298.4573852681.54261473298.4573852681.5426147321000

ALTITUD (msnm.)AREA (%)Figura N 02: CURVA HIPSOMETRICAMICROCUENCA QUEIRANE

Datos PresipitacinDATOS DE PRESIPITACIN 1964 - 1996PRECIPITACION MEDIA MENSUAL - HISTORICA (mm)ESTACION: PUNOLAT-S: 15 50'DPTO.: PunoCUENCA: TITICACALON-W: 70 01'PROV.: PunoCODIGO: 708ALTITUD: 3825 msnm.DIST.: PunoTIPO: CPAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTOTAL196495.0112.954.111.80.00.06.622.27.850.247.81965120.5174.862.030.10.80.00.67.132.214.047.7174.2664.0196632.579.9145.013.040.30.00.50.01.042.961.027.8443.9196775.4108.3223.212.812.90.016.927.863.543.74.0121.5710.01968120.7117.4111.462.710.412.33.72.815.559.459.150.0625.41969164.598.668.433.70.00.23.20.94.525.752.651.5503.81970142.455.5189.532.07.50.00.00.910.418.014.697.2568.01971101.0268.228.425.20.02.90.09.11.219.593.5103.6652.61972210.8130.9164.037.26.60.00.00.037.332.646.1132.6798.11973238.2131.7159.197.613.30.01.86.132.516.429.870.8797.31974253.0206.854.957.60.22.50.251.236.512.527.348.1750.81975157.2177.6158.637.543.70.70.16.548.753.324.7235.2943.81976200.2149.5169.225.69.90.41.416.944.49.111.6119.8758.0197749.1206.1209.85.88.80.02.30.048.153.949.7108.8742.41978224.595.3136.328.30.40.03.20.417.524.9143.7155.0829.51979131.235.2143.144.11.40.00.91.88.545.531.783.9527.3198060.857.3258.418.51.30.14.913.566.172.825.834.9614.41981133.9207.3111.368.94.70.00.037.821.125.649.0129.0788.61982232.183.599.775.02.65.21.90.052.9114.4103.024.5794.8198320.770.457.655.514.22.31.54.846.426.729.8104.2434.11984318.986.2223.044.418.34.23.725.70.0157.573.896.21051.91985130.0337.6123.390.724.927.30.08.240.132.7123.5134.21072.51986145.1251.1221.2105.80.10.05.28.442.04.29.2131.6923.91987224.371.573.844.21.73.812.50.04.358.4110.025.4629.91988213.472.5228.972.923.30.00.30.020.570.546.299.1847.61989203.8130.0137.1100.90.00.41.714.717.614.221.442.9684.71990167.222.459.943.012.154.70.011.810.1107.991.763.0643.81991124.167.7185.846.26.833.60.03.014.720.444.250.3596.8199266.089.715.738.80.00.52.342.20.034.429.455.1374.11993175.6100.7107.052.56.61.10.037.918.069.179.2111.5759.21994180.0183.1113.3116.229.90.40.00.018.336.652.673.2803.61995122.7119.7124.02.14.10.00.0-1.0-1.0-1.0-1.0-1.01996N AOS31.032.032.032.032.032.032.032.032.032.032.032.0711.2PROM.152.9127.5133.649.210.04.82.210.824.841.451.187.6STAND.70.272.063.029.511.511.93.714.219.634.935.550.5FUENTE : SENAMHIPRECIPITACION MEDIA MENSUAL - HISTORICA (mm)ESTACION: UMAYOLAT-S: 15 44'DPTO.: PunoCUENCA: TITICACALON-W: 70 09'PROV.: PunoCODIGO: 7412ALTITUD: 3850 msnm.DIST.: AtuncollaTIPO: PLUAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTOTAL196420.278.874.937.712.00.00.00.012.115.466.31965105.9133.5108.553.80.00.00.00.019.710.520.4128.5580.8196616.344.882.69.635.10.00.00.01.319.782.038.4329.8196785.846.8143.723.90.00.08.09.614.710.73.1110.5456.8196862.2164.153.119.716.118.35.70.520.955.874.748.5539.61969168.582.837.755.50.00.02.40.05.710.649.775.3488.21970147.8146.2153.16.00.00.00.00.00.010.62.4105.0571.1197183.4165.715.030.10.01.90.00.01.721.676.562.9458.81972147.2166.9116.88.20.00.00.00.03.323.927.298.3591.81973123.8141.359.034.14.70.00.010.457.424.222.876.3554.01974253.0207.9146.250.10.00.60.09.26.21.432.035.4742.01975173.0191.177.533.856.50.00.00.040.056.127.3217.4872.71976172.9149.3122.738.89.30.00.03.472.55.72.887.8665.2197781.7197.4120.36.60.90.03.80.036.236.279.7122.1684.91978201.8100.6150.140.70.00.01.90.013.58.0114.3163.1794.01979188.845.4134.352.911.40.00.03.90.021.112.7101.9572.4198042.060.8232.34.90.00.02.24.454.172.829.048.4550.91981241.2189.1157.692.70.00.00.013.00.039.262.737.9833.41982189.573.968.2124.80.00.00.00.029.476.0131.922.5716.2198344.640.89.922.20.05.80.04.233.09.426.797.5294.11984372.6273.7247.829.220.04.70.022.60.0111.5100.3158.91341.31985172.7293.2104.394.910.414.70.00.033.210.8118.1149.41001.71986200.1225.9169.0156.10.00.00.013.811.314.311.796.4898.61987154.642.325.73.20.00.025.20.00.032.296.161.4440.71988304.595.3210.8139.319.80.00.00.07.254.59.9125.8967.11989225.0164.1153.096.90.00.00.00.00.014.941.731.6727.21990177.062.169.537.716.043.30.022.47.068.2137.71991150.6123.289.049.02.939.40.00.027.029.434.076.4620.9199270.9109.033.626.30.00.014.741.26.8117.439.273.7532.81993215.661.4109.772.47.80.00.037.2144.2115.5117.5199419951996N AOS30.030.030.030.030.030.030.030.029.029.030.029.0660.3PROM.153.1129.2109.248.47.44.32.16.517.738.353.390.9STAND.83.169.961.240.512.611.05.411.019.636.742.345.5FUENTE : SENAMHI

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

PrecipitacinM e s e sPrecipitacin Total MensualPluviograma de Precipitacin mensualEstacin MAZOCRUZ

ILAVE2079753812000120156610613310854000020112012816458310350001208238864714424400810141131116216453201618612155754816083385600206115075148146153600000112105831661530020022276631441671178000032427981241415934500105724237625320814650010146132351731917734560004056272171731491233990037263888212712071040363680122202101151410020138114163189451335311004021131024261232500745473294824118915893000130396338190746912500002976132224541102206043392798373278248292050230111100159173293104951015003311118149201226169156000141114129615542263002500329661304952111392000075510126225164153870000015423217762693816430227681383715112389493390027293479711093426001541711739742166111072800371714411611894873955220003159627612614250000281537643081737035000421415713924718270150000153188448178117146330000025125617717512118211000422635526623012695100264732272335987222000118481562431088850020065469175137145481420012072174122112142171922001221087763091341471180002034741922381471862700002129864221133586800052842231091663140101008342498182174178203066112326821561437970001019560

PrecipitacinM e s e sPrecipitacin Total mensualPluviograma de Precipitacin Mensual Estacin ILAVE

Presipitacin Efectiva 75%DATOS DE PP. EXTENDIDA 1964 - 2010 MEDIANTE EL HEC - 04PRECIPITACION MEDIA MENSUAL - HISTORICA (mm)ESTACION: PUNOLAT-S: 15 50'DPTO.: PunoCUENCA: TITICACALON-W: 70 01'PROV.: PunoAOSPp AnualPp AnualPunoUmayoTOTALCODIGO: 708ALTITUD: 3825 msnm.DIST.: PunoPunoUmayoPp AcumuPp AcumuTIPO: CP1964477317477317397.019655895801066897981.51966392330145812271342.5EstacinPuno1967695678215319052029.0AOSENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTotal1968623539277624442610.070819646895113541200722850484771969505481328129253103.07081965101175613110173214501165891970569571385034963673.07081966328019764001014372283921971652459450239554228.5708196772106214131301728634441216951972799588530145434922.0708196812111711163101243155959496231973797553609850965597.07081969165996834003142653525051974752746685058426346.0708197014256190328001101815975691975954871780467137258.5708197110126828250309120931046521976757665856173787969.570819722111311643770003733461337991977743615930479938648.5708197323813215998130263316297179719788277951013187889459.5708197425320755580305137132748752197952657110657935910008.0708197515717815938441015495325235954198061555511272991410593.0708197620014916926100117449121207571981803834120751074811411.5708197749206210690204854501097431982794717128691146512167.070819782259513628003018251421558271983434295133031176012531.57081979131351434410128453284526198412901346145931310613849.570819806157258191051466732635615198510721001156651410714886.0708198114520711172500382126491298031986926899165911500615798.570819822328310075352053114103247941987629440172201544616333.0708198321705856142154627301044341988846967180661641317239.57081984319330223441844250158699612901989685718187511713117941.0708198513033812391252708403312313410721990647677193981780818603.070819861452512211060051242491319261991597623199951843119213.0708198722471744424120458111256291992373533203681896419666.07081988213732297323000217045998461993761899211291986320496.0708198920413013710100215181421436851994803431219322029421113.0708199016722604312550121010895636471995543493224752078721631.07081991124681864673403152044505971996754902232292168922459.07081992669016390024203429553731997910853241392254223340.5708199317610110753710381869791127611998614567247532310923931.0708199418018311311630000183753738031999586792253392390124620.07081995123120124240032215508054320001010888263492478925569.07081996253131617600313110881187542001695671270442546026252.070819972402139989100221083063459102002641577276852603726861.0708199819611613525050442744586142003732726284172676327590.0708199914910912392407024286445862004899652293162741528365.5708200025119820082611429214527110102005959911302752832629300.570820013126117248544032721386952006952774312272910030163.570820024322512949731471068956412007583687318102978730798.57082003130177293440190165117667322008478403322883019031239.07082004208211203232002634996788992009870711331583090132029.5708200523710721245003109546431529592010590470337483137132559.570820062642111978251708189861952708200710716991464110322222682583708200817526343001201603940614787082009169169243634058313542101870708201014114810660110020014684590Promedio:718.043PRECIPITACION MEDIA MENSUAL - HISTORICA (mm)ESTACION: UMAYOLAT-S: 15 44'DPTO.: PunoPROMEDIO ACUMULADO DE LA ESTACIN PUNOCUENCA: TITICACALON-W: 70 09'PROV.: PunoCODIGO: 7412ALTITUD: 3850 msnm.DIST.: AtuncollaTIPO: PLUEstacinUmayoAOSENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTOTAL4121964207975381200012015663174121965106133108540000201120128580412196616458310350001208238330412196786471442440081014113111678412196862164532016186121557548539412196916083385600206115075481412197014814615360000011210557141219718316615300200222766345941219721441671178000032427985884121973124141593450010572423765534121974253208146500101461323574641219751731917734560004056272178714121976173149123399003726388665412197782127120710403636801226154121978202101151410020138114163795412197918945133531100402113102571412198042612325007454732948555412198124118915893000130396338834412198219074691250000297613222717412198345411022060433927982954121984373278248292050230111100159134641219851732931049510150033111181491001412198620122616915600014111412968994121987155422630025003296614404121988304952111392000075510126967PROMEDIO ACUMULADO DE LA ESTACIN UMAYO4121989225164153870000015423271841219901776269381643022768138376774121991151123894933900272934796234121992711093426001541711739745334121993216611107280037171441161188994121994948739552200031596243141219957612614250000281537644934121996308173703500042141571399024121997247182701500001531884488534121998178117146330000025125656741219991771751211821100042263557924122000266230126951002647322728884122001335987222000118481562671412200243108885002006546917557741220031371454814200120721741227264122004112142171922001221087766524122005309134147118000203474192911412200623814718627000021298647744122007221133586800052842231096874122008166314010100834249840341220091821741782030661123268271141220101561437970001019560470Promedio :667.468ESTACION BASE PUNOClculo de Probablidad al 75%EstacinPunonENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICProbabilidad13193382581164455171091081651422352.08231233024310640341251921581231554.1732642682291013027742661141171526.254253251223982512742631081111348.335253225221922312538607310313310.42625121321491181153853709813112.5072402112128914552849699612914.5882382112108213542648599512116.6792372072038213442546589312018.75102322072007612442244548811820.83112252061977612432042537911622.92122241981907511331740497211225.00132131831867310331537466910927.08142111781727210331537456810429.1715208177169639221433446310431.2516204175164638121332435910133.331720016915960712123139539935.421819616915958712122437539737.50191801491435671292235529639.58201761481375470192234509541.67211751321365360182233508443.75221691311354950182133508445.83231671311294850172130508247.92241651301244650171828498050.00251571201234640161827467852.08261491171234540151827457354.17271451161134440141827447156.25281451091134440041526447158.33291421071114440031526436660.42301411061114330031025426362.50311311011073920031022406164.583213099106382003820326166.673313095100371002820305868.75341249599341001718295570.83351239091341001518295272.92361218374321001416275075.00371078068310000415264977.08381017361300000414264879.17391017161280000314254881.2540727060260000314214583.3341686858250000114214485.4242666155250000113154387.5043615734230000110123889.584449562919000001093591.67454335281300000962893.7546322619600000862595.8347212216200000442497.92Precipitacin EfectivaENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDIC121.083.074.032.01.00.00.01.04.016.027.050.090.268.761.8325.550000010.4520.941.75

Presipitacin Efectiva 75%

Pp AnualPromedio Acumulado de las EstacionesPresipitacin - Puno

Hidrograma Puno

Pp AnualPromedio Acumulado de las EstacionesPrecipitacin - Umayo

Hidrograma Umayo477589392695623505569652799797752954757743827526615803794434129010729266298466856475973737618035437549106145861010695641732899959952583478870590

Precipitacin EfectivaESTACION : PUNOTOTAL EN AOSTotal de Presipitacin en MMHIDROGRAMA DE LA ESTACION PUNO

Analisis Doble Masa31758033067853948157145958855374687166561579557155583471729513461001899440967718677623533899431493902853567792888671577726652911774687403711470

ESTACION : UMAYOTOTEL DE AOSPresipitacin en MMDIDROGRAMA DE LA ESTACION UMAYO

Demanda Agua4773171066897145812272153190527762444328129253850349645023955530145436098509668505842780467138561737893047993101318788106579359112729914120751074812869114651330311760145931310615665141071659115006172201544618066164131875117131193981780819995184312036818964211291986321932202942247520787232292168924139225422475323109253392390126349247892704425460276852603728417267632931627415302752832631227291003181029787322883019033158309013374831371

Pp AcumuPp AcumuPromedio de las EstacionesPresipitaciones AcumuladasANALISIS DE DOBLE MASA DE LAS ESTACIONES PUNO Y UMAYO

KcCEDULA Y CALENDARIO DE CULTIVOCULTIVOAREAAGOSEPOCTNOVDICENEFEBMARABRMAYJUNJULPAPA10===========================================================HABAS5===========================================================AVENA FORRAJERA20'=============================================QUINUA15==================================================TOTAL AREA (has.)5030303030201010101010100200COEFICIENTES DE CULTIVO PROMEDIO PONDERADO (Kc)CULTIVOAREAAGOSEPOCTNOVDICENEFEBMARABRMAYJUNJULPAPA101*0.580.941.151.150.95HABAS51*0.761.031.151.150.7AVENA FORRAJERA200.460.50.71.121.15QUINUA151*0.761.021.150.68SUMA Kc rea62129.8534.527.4522.2101422.423SUAMA rea (has.)503030303020101010101010Kc0.200.701.001.151.372.221.001.402.242.300.001* El valor Kc = 1 para el mes de agosto en todos los cultivos estan destinado al riego de preparacin de terreno o riego.CALCULO DE EVAPOTRANSPIRACION POTENCIALAltitud :3820msnmDESCRIPCIONAGOSEPOCTNOVDICENEFEBMARABRMAYJUNJULTEMPERATURA C67.58.89.69.49.29.29.18.66.75.34.8TEMPERATURA F42.8045.5047.8449.2848.9248.5648.5648.3847.4844.0641.5440.64CH111111111111CE1.011.011.011.011.011.011.011.011.011.011.011.01MF 161.8381.122.502.612.772.732.342.321.911.671.461.58ETP (mm/mensual)79.350.8119.7128.8135.6132.8113.6112.190.973.460.864.01161.8ETP (mm/da)2.561.643.864.154.374.283.663.622.932.372.032.07Efeciencia de riego =0.4AGOSEPOCTNOVDICENEFEBMARABRMAYJUNJULETP (mm)79.350.8119.7128.8135.6132.8113.6112.190.973.460.864.0Kc0.20.71.01.21.42.21.01.42.22.30.00.0ETA (mm)15.935.6119.1148.1186.1294.7113.6156.9203.6168.80.00.0PE0.00.010.520.941.890.268.761.825.60.00.00.0DEMANDA NETA (mm mes)15.935.6108.7127.2144.4204.544.995.1178.0168.80.00.0DEMANDALamina DPL (mm/mes)39.688.9271.7317.9360.9511.3112.2237.8445.0422.10.00.0DEL PROYECTOVolumen DPV (miles m3)396.3889.42717.33179.53609.15113.31122.02377.64450.34220.70.00.0(Er = 0.40)Caudal DPQ (l/seg./h.)0.10.31.01.21.41.90.41.01.71.60.00.0Caudal Total DPQ (l/seg./h)0.81.94.76.57.79.52.55.95.29.80.00.0DEMANDA DE RIEGOEficiencia de riego =40.0% =0.4DESCRIPCIONSETOCTNOVDICENEFEBMARABRMAYJUNJULAGO303130313128313031303131Area Has.3030.030.020.010.010.010.010.010.010.00.030.0Etp mm/mes50.8119.7128.8135.6132.8113.6112.190.973.460.864.079.3Kc0.71.01.21.42.21.01.42.22.30.00.00.2Pp 75% mm.1.04.016.027.0121.083.074.032.01.00.00.01.0PE mm0.010.520.941.890.268.761.825.60.00.00.00.0Ln mm35.6108.7127.2144.4204.544.995.1178.0168.80.00.015.9Mr Neto (l/s/H) 24hr0.10.40.50.50.80.20.40.70.60.00.00.1Mr Capt.(l/s/H) 24hr40%0.31.01.21.31.90.50.91.71.60.00.00.1Mr (l/s/H) 18hr 40%0.51.41.61.82.50.61.22.32.10.00.00.2Mr (l/s/H) 16hr 40%0.51.51.82.02.90.71.32.62.40.00.00.2Mr (l/s/H) 14hr 40%0.61.72.12.33.30.81.52.92.70.00.00.3Req. Total (Lit/s) 18 hr13.740.649.135.925.56.211.822.921.00.00.05.9Req. Total (Lit/s) 16 hr15.445.755.240.428.67.013.325.823.60.00.06.7Req. Total (Lit/s) 14 hr17.652.263.146.232.78.015.229.427.00.00.07.6Demanda Neta m310672.933693.938153.544752.563405.512566.929482.653404.252337.00.00.04914.6Demanda Total m3,40%26682.384234.895383.7111881.2158513.831417.373706.4133510.4130842.60.00.012286.4Dem.NetaBruta M3/s0.010290.031450.036800.041770.059180.012990.027520.051510.048850.000000.000000.00459Caudal Lt/seg10294.130435.236799.326949.519091.14638.18877.017169.515758.40.00.04439.3DEMANDA DE AGUA =858458.9m30.858MMCBALANCE HIDRICO Y CAUDAL DE DISEODISPONIBILIDAD DE AGUA (lt/seg.)5.55.55.55.55.55.55.55.55.55.55.55.5DEMANDA DE AGUA (lt./seg.)0.81.94.76.57.79.52.55.95.29.80.00.0

Altura VolumenRESULTADOSCALCULO DE LA VARIACIN MENSUAL DEL KC PARA ELCULTIVO DE PAPAFecha de siembra : OctubrePeriodo Vegetativo : 05 meses (150 dias)Duracion de las fases del desarrollo de la papa en diasLa ubicacin geogrfica de Puno es:Latitud sur : 15 50' 00Longitud Oeste : 70 00' 00Altitud : 3823 msnm.MESESMFTEMPERTMFCHCEEtp(C)(F)(mm/dia)Octubre2.509.5049.1011.084.27Noviembre2.609.5049.1011.084.61Diciembre2.7610.2050.3611.084.84Enero2.739.8049.6411.084.72Febrero2.3379.8049.6411.084.47Marzo2.339.8049.6411.084.03Asumiendo una frecuencia de riego : 7 dias, el valor de Kc es igual a 0.48Determinacion del Kc para la etapa de maduracion y cosecha,teniendo en cuenta la H.R. Y la velocidad del viento es:Etapa de maduracionKc = 1.15etapa de cosechaKc = 0.75CALCULO DE LA VARIACIN MENSUAL DEL KC PARA ELCULTIVO DE QUINUAFecha de siembra : OctubrePeriodo Vegetativo : 05 meses (150 dias)La ubicacin geogrfica de Puno es:Latitud sur : 15 50 00Longitud Oeste : 70 00 00Altitud : 3823 msnm.MESESMFTEMPR.TMFCHCEEtp(C)(F)(mm/dia)Octubre2.509.5049.1011.084.27Noviembre2.609.5049.1011.084.61Diciembre2.7610.2050.3611.084.84Enero2.739.8049.6411.084.72Febrero2.3379.8049.6411.084.47Marzo2.339.8049.6411.084.03Asumiendo una frecuencia de riego : 7 dias, el valor de Kc es igual a 0.48Determinacion del Kc para la etapa de maduracion y cosecha (tercera y cuarta ) etapa,teniendo en cuenta la H.R. Y la velocidad del viento es:etapa de maduracionetapa de cosechaKc = 1.15Kc = 0.25CULTIVO DE AVENA FORRAJERAFecha de siembra : OctubrePeriodo Vegetativo : 05 meses (150 dias)La ubicacin geogrfica de Puno es:Latitud sur : 15 50 00Longitud Oeste : 70 00 00Altitud : 3823 msnm.MESESMFTEMPR.TMFCHCEEtp(C)(F)(mm/dia)Octubre2.509.5049.1011.082.60Noviembre2.609.5049.1011.082.80Diciembre2.7610.2050.3611.082.70Enero2.739.8049.6411.083.00Febrero2.3379.8049.6411.082.68Marzo2.339.8049.6411.082.66Asumiendo una frecuencia de riego : 7 dias, el valor de Kc es igual a 0.48Determinacion del Kc para la etapa de maduracion y cosecha (tercera y cuarta ) etapa,teniendo en cuenta la H.R. Y la velocidad del viento es:etapa de maduracionetapa de cosechaKc = 1.15Kc = 0.20CALCULO DE LA VARIACIN MENSUAL DEL KC PARA ELCULTIVO DE HABAFecha de siembra : OctubrePeriodo Vegetativo : 05 meses (150 dias)La ubicacin geogrfica de Puno es:Latitud sur : 15 50' 00Longitud Oeste : 70 00' 00Altitud : 3823 msnm.MESESMFTEMPER.TMFCHCEEtp(C)(F)(mm/dia)Setiembre2.1199.5049.1011.083.75Octubre2.509.5049.1011.084.27Noviembre2.609.5049.1011.084.61Diciembre2.7610.2050.3611.084.84Enero2.739.8049.6411.084.72Febrero2.3379.8049.6411.084.47Marzo2.339.8049.6411.084.03Asumiendo una frecuencia de riego : 7 dias, el valor de Kc es igual a 0.48Determinacion del Kc para la etapa de maduracion y cosecha (tercero y cuarto ) periodo,teniendo en cuenta la H.R. Y la velocidad del viento es:Etapa de maduracionKc = 1.15Etapa de cosechaKc = 1.05

Altura Volumen0.481.151.150.2

ETAPASCEF. DE CULTIVO KcGRAFICO DEL Kc DE LA AVENA FORRAJERA

Altura Presa0.481.151.150.75

CETAPASKcKc CULTIVO DE LA PAPA

Hoja10.481.151.150.25

ETAPASCOEF. DE CULTIVO KcGRAFICO DEL Kc DE LA QUINUA

0.481.151.151.05

ETAPASCOEF. DE CULTIVO KcGRAFICO DEL Kc DE LA HABA

4200420042014201420242024203420342044204

Curva de AreasCurva de VolumenCapacidad en Millones de M3Elevacin en m.s.n.m.Grafico de Altura y Volumen de Presa

CALCULO DE LA CURVA ALTURA - VOLUMEN Y ALTURA - AREAELEVACIONEleva. Interpo.AREAAREAVOLUMENVOLUMENmsnmmsnmm2Hasm3m34200420000000.042014200.50103000.1035150.00.0051520600.04.12103000.10342024201.25269000.26923750.00.0237553800.010.76269000.26942034202.13680000.6871200.00.0712136000.027.2680000.6842044203.061119001.119161150.00.16115223800.044.761119001.1191. CALCULO DE LA ALTURA DE LA PRESADatos para el ClculoVolumen Util(Vu) =858458.93521963m3rea de la Cuenca =2030625m2Presipitacin Media Anual =718.043mm =0.718mETP Anual =1161.780mm =1.162mCohef. de Reduccin del Tanque A =0.77Vida Util de la Presa =25Aos% de Sedimentacin =0.15% =0.0015Area Total del Cultivo =50Has =500000m2Demanda Bruta de Riego =858458.94m3 =0.858MMcCoheficiente de escorrentaValor de "C"Segn el reaC =5%Segn PrecipitacinC =5%Por Cobertura VegetalC =50%20%Lamina evaporadaEn =0.3201365015m.Volumen Escurrido Medio Anual (Vma)Vma =291615.031914894m3Curva Altura Volumen rea segn el grficoVolumen Util(Vu) =858458.93521963m3Altura Posible (h) =2.8mArea espejo de agua =540000m2Curva Altura Volumen rea segn estimacin graficoltura Media =1.4Area espejo de agua =73700m2Volumen Media(Vmed) =58000m3Volumen Muerto (Vs)Vs =10935.5636968085m3Vm (Corregido) =434697.249458219Curva Altura Volumen reaVolumen Util(Vu) =434697.249458219m3Altura Posible (h) =4mArea espejo de agua =560000m2Vevap =179276.440820248m3Curva Altura Volumen - reaVol Total =613973.690278467m30.6139736903Altura de Presa =3.5m (grafico)Volumen Derramado (Dm)como Vi