CAUDALESSistema de RiegoYaurisqueCUADRO DE AREAS DEL PROYECTOAREATIPO DE RIEGOATENDIDO PORTOMA LATERALAREA NETA SERVIDA m2AREA NETA SERVIDA HasA1PRESINCANAL PRINCIPAL CP-01TOMA LATERAL N 05244,960.3324.496A2PRESINCANAL PRINCIPAL CP-01TOMA LATERAL N 04358,576.4835.858A3PRESINCANAL PRINCIPAL CP-01TOMA LATERAL N 03422,278.7942.228A4PRESINCANAL PRINCIPAL CP-01TOMA LATERAL N 02479,483.2847.948A5PRESINCANAL PRINCIPAL CP-01TOMA LATERAL N 01381,169.5138.117A6PRESINCANAL PRINCIPAL CP-02TOMA LATERAL N 06239,194.7023.919A7PRESINCANAL PRINCIPAL CP-02TOMA LATERAL N 08462,212.1146.221A8PRESINCANAL PRINCIPAL CP-02TOMA LATERAL N 10476,930.9047.693A9PRESINCANAL PRINCIPAL CP-02TOMA LATERAL N 11110,457.1911.046A10PRESINCANAL PRINCIPAL CP-02TOMA LATERAL N 12122,126.9912.213A11PRESINCANAL PRINCIPAL CP-02TOMA LATERAL N 13291,651.6629.165A12PRESINCANAL PRINCIPAL CP-04TOMA LATERAL N 1477,228.407.723A13PRESINCANAL PRINCIPAL CP-04TOMA LATERAL N 15154,454.6815.445A14PRESINCANAL PRINCIPAL CP-04TOMA LATERAL N 16128,455.4612.846A15PRESINCANAL PRINCIPAL CP-04TOMA LATERAL N 1755,339.375.534A16PRESINCANAL PRINCIPAL CP-05TOMA LATERAL N 1837,403.573.740A17PRESINCANAL PRINCIPAL CP-05TOMA LATERAL N 1923,070.202.307A18PRESINCANAL PRINCIPAL CP-5ATOMA LATERAL N 2051,895.905.190A19PRESINCANAL PRINCIPAL CP-5ATOMA LATERAL N 2147,811.444.781A20PRESINCANAL PRINCIPAL CP-05TOMA LATERAL N 2261,649.066.165A21PRESINCANAL PRINCIPAL CP-05TOMA LATERAL N 2330,689.333.069A22PRESINCANAL PRINCIPAL CP-05TOMA LATERAL N 2438,408.973.841A23PRESINCANAL PRINCIPAL CP-05TOMA LATERAL N 2537,396.483.740A24PRESINCANAL PRINCIPAL CP-05TOMA LATERAL N 2644,088.704.409AREA TOTAL4,376,933.50437.693CALCULO CAUDALES PARA AREAS DE CULTIVOAREATIPO DE RIEGOAREA SERVIDA (htas)EficienciaCAUDAL DE SALIDA PROMEDIO 12 horas lts/segCAUDAL DE SALIDA PROMEDIO CORREGIDAS 12 horas lts/segCAUDAL DISEO (lts/sg)A1GRAVEDAD27.30%25%54.600.000.0041.00A2+A3PRESION72.70%37%145.400.0035.50TOTAL100.00%200.000.000.0076.50* Caudal de Toma en Canal Principal = 100 lts/sg. (Considerando un funcionamiento de 18 horas)Q teorico 24 h86.02Lts/sgPormedio del Balance HidricoModulo de Riego 12 horas =0.39Lts/sg/HasDotacin de Riego 12 horas =172.04Lts/sgCaudal de diseo =180.00Lts/sgTOMA LATERALAREA ATENDIDA (Has)MODULO DE RIEGO 12 HORASCAUDAL TEORICOCAUDAL DE DISEO (Lts/seg)TOMA LATERAL N 0138.120.3914.9815.00TOMA LATERAL N 0247.950.3918.8519.00TOMA LATERAL N 0342.230.3916.6017.00TOMA LATERAL N 0435.860.3914.0915.00TOMA LATERAL N 0524.500.399.6310.00TOMA LATERAL N 0623.920.399.4010.00TOMA LATERAL N 0846.220.3918.1719.00TOMA LATERAL N 1047.690.3918.7519.00TOMA LATERAL N 1111.050.394.345.00TOMA LATERAL N 1212.210.394.805.00TOMA LATERAL N 1329.170.3911.4612.00TOMA LATERAL N 147.720.393.043.00TOMA LATERAL N 1515.450.396.076.00TOMA LATERAL N 1612.850.395.055.00TOMA LATERAL N 175.530.392.182.00TOMA LATERAL N 183.740.391.472.00TOMA LATERAL N 192.310.390.912.00TOMA LATERAL N 205.190.392.042.00TOMA LATERAL N 214.780.391.882.00TOMA LATERAL N 226.160.392.422.00TOMA LATERAL N 233.070.391.212.00TOMA LATERAL N 243.840.391.512.00TOMA LATERAL N 253.740.391.472.00TOMA LATERAL N 264.410.391.732.00TOTAL CAUDAL DE DISEO180.00

Promedio del balance hdrico

Q TOMASPROYECTO ESPECIAL RIO CACHIDIRECCION DE ESTUDIOSUnidad de Riego No. 10 Pumapuquio CP10-T2CALCULO DE CAPACIDAD DE TOMASNo.Area a atender% de area% de areaDOTACION RIEGO 12 HORAS (lts/sg/hta)DOTACION RIEGO 12 HORAS promedio (lts/sg/hta)CAUDAL DE SALIDA PROMEDIO 12 horas lts/segCAUDAL DE SALIDA PROMEDIO CORREGIDAS 12 horas lts/segAREAS SERVIDAS (htas)CAUDAL SALIDA (lts/sg)IZQUIERDADERECHAIZQUIERDADERECHAToma No. 0117.2810.73%27.30%0.00.0021.450.006.0011.280.000.00Toma No. 0226.716.57%0.033.150.0014.1512.550.000.00Toma No. 0329.318.19%72.70%0.0036.370.0016.8012.500.000.00Toma No. 0433.4720.77%0.0041.550.0020.5012.970.000.00Toma No. 053622.34%0.0044.690.0016.5019.500.000.00Toma No. 0618.3611.40%0.0022.790.0018.360.00161.11200.000.00

TOMASCUADRO DE CARACTERISTICAS DE TOMAS LATERALESUnidad de Riego No. 10 Pumapuquio (T-2)No.DetalleUbicacinCotaQ Tubera Principal (lts/sg)Q Salida izquierdo (lts/sg)Q Salida derecho (lts/sg)Dimetro Tubera Principal (mm)Presin Tubera Principal (mm)Dimetro Tubera Izquierda (mm)Dimetro Tubera Derecho (mm)Velocidad Tubera Izquierda (m/sg)Velocidad Tubera Derecha (m/sg)1Toma No. 010+1803544.447118.005.5011.00250.0013.73100.0075.000.702.492Toma No. 020+4003516.757101.5014.0012.00200.0031.5575.0075.003.172.723Toma No. 030+7253493.98575.5011.008.00160.0028.9975.0075.002.491.814Toma No. 041+1503479.40056.5013.008.50140.0028.6575.0050.002.944.335Toma No. 051+4503462.39835.0010.5012.50140.0018.9550.0050.005.356.376Toma No. 061+8753452.60112.0012.00110.0017.4375.002.72112.5017.5095.0027.0068.0025.0043.0018.0025.0012.0013.00

MBD0003E453.unknown

MBD0004096D.unknown