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calculo del uso consuntivo elaborados en cuadros extraídos del excel
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NENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICTOTAL f=m/(n+1)
1190.00252.30252.70195.60177.70184.40540.80139.80450.70170.90236.00196.800.04
2148.90237.40200.90195.00165.90136.00177.70135.30157.00148.00167.00174.500.08
3130.90192.00174.00190.70145.00129.00154.00109.20116.40137.90149.00158.300.12
4125.00169.00157.89189.00136.50124.7077.2069.30107.10136.20144.20162.300.15
5123.90165.60157.60174.30122.80122.5077.0078.80106.40123.70118.20141.500.19
6105.00163.80151.90173.60120.30116.0075.4075.70100.30114.90117.60132.200.23
7103.00146.30147.50171.90113.70107.5063.8069.5079.5011.40117.00115.100.27
895.80145.10137.70152.50111.00102.0063.4066.0078.90110.50113.00106.800.31
995.10143.80135.00123.00110.5085.1059.1065.2072.70109.20109.0099.800.35
1069.50138.00124.20122.20101.6083.5049.5061.9064.70104.3097.5093.200.38
1187.00137.20120.00107.9098.2073.0048.2080.4063.2095.8092.0069.600.42
1272.08131.00115.70105.2096.6671.0044.9059.0061.5094.9091.3066.400.46
1371.60122.60114.00104.3082.1067.0044.6049.0061.1091.4090.8065.500.50
1487.60120.40113.70101.0082.0058.8041.0048.5060.0090.8090.0064.000.54
1554.70110.00107.6099.2071.5555.7034.6041.6559.0083.0077.4062.900.58
1653.30107.0068.0089.5062.1054.0030.0040.0056.6081.5076.5061.580.62
1743.6068.8082.1088.0046.0053.3030.0038.4055.0078.7078.3058.800.65
1841.3062.1075.3076.0043.5041.2027.0034.4051.3075.1072.3044.100.69
1940.1062.0075.2072.1042.0032.6025.1033.0046.9065.5064.0044.000.73
2036.9046.9076.7067.4049.8026.5025.0028.7043.2061.0045.0041.980.77
2129.1045.9052.0059.0035.7019.8023.2027.0040.3040.3034.4041.800.81
2219.0028.0049.0056.4032.0016.0018.0021.7038.7036.6032.3041.500.85
2318.0027.0047.8058.0031.0013.009.1015.0036.8031.2031.0025.200.88
2416.5026.6028.0041.7026.002.807.8014.0029.4034.5026.3822.000.92
2515.8025.5011.6036.900.000.007.002.3020.0022.6019.005.000.96
PROM.74.95114.97111.04114.0284.1471.0270.1456.1582.2786.0091.5783.79
P. 50%71.60122.60114.00104.3082.1067.0044.6049.0061.1091.4090.8065.500.50
P . 75%38.5054.4570.9569.7540.9030.5525.0530.8045.5563.2554.5042.950.75
MESEFMAMJJASOND
PE: 75% 28.8840.8453.2152.3130.6822.9118.7923.1034.1647.4440.8832.21
CALCULO DEL USO CONSUNTIVO POR EL METODO DE BLANEY - CRIDDLE
cultivo : Arroz
Campaa : Principal
MEST MEDIA MENSUALKt=1INSOLACION RESPLANDOR SOLAR(*)(P)Fuc=Te*P (cm)COEFICIENTE DE CULTIVO (Kc)Uc CULTIVO
Te=Kt*(t+17.8)/21.8Fuc*Kc*10 (mm)
ENERO27.502.088.7318.141.10199.54
FEBRERO27.072.067.7916.031.05168.36
MARZO26.652.048.5217.371.05182.41
ABRIL26.692.048.1316.591.05174.22
MAYO26.272.028.2916.760.78130.70
(*)se obtiene de la interpolacion entre las latitudes 5
CUADRO N 8
Cultivo : Arroz
Campaa : Rotacin
MEST MEDIA MENSUALKt=1INSOLACION RESPLANDOR SOLAR(*)(P)Fuc=Te*P (cm)COEFICIENTE DE CULTIVO (Kc)Uc CULTIVO
Te=Kt*(t+17.8)/21.8Fuc*Kc*10 (mm)
JULIO25.461.988.2716.411.10180.50
AGOSTO26.092.018.3516.811.05176.53
SETIEMBRE26.782.048.1816.731.05175.64
OCTUBRE27.042.068.5817.651.05185.31
NOVIEMBRE27.162.068.4217.360.78135.43
(*)se obtiene de la interpolacion entre las latitudes 5
CALCULO DE LA DEMANDA DE AGUA PARA EL AREA DE RIEGO CUMBAZA METODO DE BLANEY CRIDDLE
cultivo : Arroz
Campaa : Principal
MESUc CULTIVO Fuc*Kc*10 (mm)PRECIPITACION EFECTIVA (mm) PeLAMINA NETA DE REPOSICION (Uc-Pe) mmEFICIENCIA DE APLICACINDOTACION RIEG. (Ln*10/E) (m3/Ha)AREA (Ha)REQUERIMIENTO DE CULTIVO Dr*A (m3)Q 100% 24hQ 90% 21h
m3/seg
ENERO199.5428.88170.660.453792.505000.0018962507.267.088.99
FEBRERO168.3640.84127.520.452833.725000.0014168624.625.657.18
MARZO182.4153.21129.200.452871.015000.0014355068.815.366.81
ABRIL174.2252.31121.910.452709.165000.0013545819.385.236.64
MAYO130.7030.68100.030.452222.855000.0011114250.924.155.27
cultivo : Arroz
Campaa : Rotacin
MESUc CULTIVO Fuc*Kc*10 (mm)PRECIPITACION EFECTIVA (mm) PeLAMINA NETA DE REPOSICION (Uc-Pe) mmEFICIENCIA DE APLICACINDOTACION RIEG. (Ln*10/E) (m3/Ha)AREA (Ha)REQUERIMIENTO DE CULTIVO Dr*A (m3)Q 100% 24hQ 90% 21h
m3/seg
JULIO180.5018.79161.710.453593.623500.0012577665.114.705.96
AGOSTO176.5323.10153.430.453409.473500.0011933162.374.465.66
SETIEMBRE175.6434.16141.480.453143.973500.0011003891.904.255.39
OCTUBRE185.3147.44137.880.453063.943500.0010723783.524.005.08
NOVIEMBRE135.4340.8894.560.452101.313500.007354600.952.843.60
DEMANDA DE AGUA EN LA IRRIGACION CUMBAZA
CUADRO N 23
MESm3MMC
ENERO20321568.6120.32
FEBRERO19892770.1219.89
MARZO23189637.9223.19
ABRIL23588704.7823.59
MAYO19235671.2419.24
JUNIO5195297.835.20
JULIO16477260.4416.48
AGOSTO22068775.4622.07
SEPTIEMBRE19722964.3119.72
OCTUBRE17691054.0117.69
NOVIEMBRE13359476.3613.36
DICIEMBRE3806839.823.81
204.55
CALCULO DE LA DEMANDA DE AGUA ACTUAL SISTEMA DE RIEGO CUMBAZA
DEMANDA DE AGUA MENSUAL EN EL SISTEMA DE RIEGO METODO DE BLANNEY CRIDDLE
CUADRO N 24
MESARROZ Q 90% 21 HORAS (m3/seg)MAIZ Q 90% 21 HORAS (m3/seg)FRIJOL Q 90% 21 HORAS (m3/seg)MANI Q 90% 21 HORAS (m3/seg)REQUERIMIENTO MENSUAL TOTAL m3/seg
ENERO8.990.649.63
FEBRERO7.181.610.870.4210.08
MARZO6.811.811.520.8610.99
ABRIL6.643.020.211.6911.56
MAYO5.273.240.619.12
JUNIO1.940.602.55
JULIO5.961.130.727.81
AGOSTO5.661.791.821.1910.46
SEPTIEMBRE5.391.950.481.849.66
OCTUBRE5.082.950.358.39
NOVIEMBRE3.602.946.54
DICIEMBRE1.801.80
MESES
ENEROFEBREROMARZOABRILMAYOJUNIOJULIOAGOSTOSEPTIEMBREOCTUBRENOVIEMBREDICIEMBRE
REQUERIMIENTO TOTAL m3/seg9.6310.0810.9911.569.122.557.8110.469.668.396.541.80