Hoja1NIVELACION DE 1KM AGUAS ARRIBANIVELACION DE 1KM AGUAS ABAJOpuntov.atras v. adelantecota distancia D.Hpuntov.atras v. adelantecota distancia D.HA3.2513397.25133940A2.8463369.8463367013397.9422.563394.691500.69113370.2062.4863367.36500.3623398.8432.353395.5921000.90123370.7072.3453367.861500.50133400.0022.0923396.7511501.15933371.5671.9863368.721500.86B3.4533400.8312.6243397.3781500.627B3.4253372.3572.6353368.932500.21143402.0532.2313398.62001.22243373.4342.3483370.009501.07753403.412.0963399.9572501.35753374.7632.0963371.338501.32963404.9271.9363401.4743001.51763376.291.8983372.865501.52773406.4881.8923403.0353501.56173377.8521.8633374.427501.56283408.0581.8833404.6054001.5783379.4531.8243376.028501.601C4.5243409.2843.2983404.764000.155C4.6423380.7713.3243376.129500.10193410.5433.2653406.0194501.25993382.2893.1243377.647501.518103411.9923.0753407.4685001.449103383.8883.0433379.246501.599113413.5342.9823409.015501.542113385.5952.9353380.953501.707123415.4132.6453410.8896001.879123387.6022.6353382.96502.007D2.3643415.6832.0943413.3196002.43D3.6813387.9583.3253384.277501.317133416.1911.8563413.8276500.508133389.6831.9563386.002501.725143416.9321.6233414.5687000.741143391.5181.8463387.837501.835153417.7881.5083415.4247500.856153393.5731.6263389.892502.055163418.6661.4863416.3028000.878163396.0091.2453392.328502.436173419.6341.3963417.278500.968173398.6051.0853394.924502.596183421.1520.8463418.7889001.518183401.6620.6243397.981503.057E1.8643421.7821.2343419.9189001.13E2.483402.5171.6253400.037502.056193422.5811.0653420.7179500.799193403.7621.2353401.282501.245200.5233422.05810001.341200.9423402.82501.53815.45648.5617.07450.051120033.10432.97728.05835.82NIVELACION DE 300M AGUAS ARRIBApuntov.atras v. adelantecota distancia D.HA3.8453288.845328513289.4313.2593285.586500.58623290.4122.8643286.567500.98133292.9891.2683289.144502.577B2.8653293.1092.7453290.244501.143293.3292.6453290.464500.2253294.0982.0963291.233500.76963296.0680.8953293.203501.976.7115.7729.0628.203NIVELACION DE 300M AGUAS ABAJOpuntov.atras v. adelantecota distancia D.HA0.8643285.864328513285.3861.3423284.522500.47823284.3041.9463283.44501.08233283.0762.0923282.212501.228B1.3243282.8531.5473281.529500.68343281.9462.2313280.622500.90753280.8062.4643279.482501.1463279.1832.9473277.859501.6232.18814.56912.3817.141

Hoja2CALCULO DE CAUDALCALCULO DE CAUDALES1. CALCULOS PARA PERIODO NORMAL (1m) EN MESES DE SEQUIA AREA TOTAL EN EL PERIODO NORMAL DEL RIO ACHAMAYO 3.245PERIMETRO MOJADO DEL RIO ACHAMAYO7.244VELOCIDAD DEL RIO ACHAMAYO 1.346PENDIENTE DEL RIO ACHAMAYO3.32% Q= V*AMETODO DE MANNINGQ:CaudalQ:3.2758275V:Velocidad *0.75Qmax. = A * R^(2/3) * S^(1/2) / nA:AreaQ=8.24186112211. CALCULOS PARA CAUDAL MAXIMO (2m)AREA TOTAL EN EL PERIODO NORMAL DEL RIO ACHAMAYO 1.75PERIMETRO MOJADO DEL RIO ACHAMAYO7.244VELOCIDAD DEL RIO ACHAMAYO 1.346PENDIENTE DEL RIO ACHAMAYO0.0332 Q= V*AMETODO DE MANNINGQ:CaudalQ:1.766625V:Velocidad *0.75Qmax. = A * R^(2/3) * S^(1/2) / nA:AreaQ=2.94485696071. CALCULOS PARA CAUDAL MAXIMO (2m)

12345678SeccinVelocidad del caudalProfundidadAnchoreaCaudal(m/s)(m)(m)(m2)(m/s)0,2D0,8DMedia5x64x71--0,801.750020,80,61.40,31.750.5250.79530,90,60,750,41.750.70.59641,10,70,90,31.750.5250.375TOTAL1.766

Hoja3