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COEFICIENTE DE CULTIVO "Kc" PARA DIFERENTES ESPECIES Y DE ACUERDO A LOSPORCENTAJES DE CRECIMIENTO, PARA SU EMPLEO EN LA FORMULA DE HARGREAVE
% DE GRUPO GRUPO GRUPO GRUPO GRUPO GRUPO GRUPO
CRECIMIENTO A B C D E F G
0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 0.20 0.15 0.12 0.08 1.00 0.60 0.55
10 0.36 0.27 0.22 0.15 1.00 0.60 0.60
15 0.50 0.38 0.30 0.19 1.00 0.60 0.65
20 0.64 0.48 0.38 0.27 1.00 0.60 0.70
25 0.75 0.56 0.45 0.33 1.00 0.60 0.75
30 0.84 0.63 0.50 0.40 1.00 0.60 0.80
35 0.92 0.69 0.55 0.46 1.00 0.60 0.85
40 0.97 0.73 0.58 0.52 1.00 0.60 0.90
45 0.99 0.74 0.60 0.58 1.00 0.60 0.95
50 1.00 0.75 0.60 0.65 1.00 0.60 1.00
55 1.00 0.75 0.60 0.71 1.00 0.60 1.00
60 0.99 0.74 0.60 0.77 1.00 0.60 1.00
65 0.96 0.72 0.58 0.82 1.00 0.60 0.95
70 0.91 0.68 0.55 0.88 1.00 0.60 0.90
75 0.85 0.64 0.51 0.90 1.00 0.60 0.85
80 0.75 0.56 0.45 0.90 1.00 0.60 0.80
85 0 60 0 45 0 36 0 80 1 00 0 60 0 75
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CULTIVO : lala
100
% DE GRUPO 6 16! 1
CRECIMIENTO G 2
#00 3
0 0.00 66! 4
5 0.55 1 0$ 5
10 0.60 1000 6
15 0.65
16.7 0.67
20 0.70 5 0.05
25 0.75 & 0!# 3.3 :
30 0.80 :; 0033.3 0.83
35 0.85
40 0.90 0'&45 0.95
50 1.00
55 1.00
60 1.00 $ 0'!65 0.95
66.7 0.93
70 0.90
75 0.85 # 0#80 0.80
83.3 0.77
85 0.75
90 0.70 6 0'95 0 55
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S
GRUPO
H
0.00
0.90
0.92
0.95
0.98
1.00
1.03
1.06
1.08
1.10
1.10
1.10
1.10
1.10
1.05
1.00
0.95
0 90
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PORCENTAJ GRUPO GRUPO GRUPO GRUPO GRUPO GRUPO
CRECIMIENT A B C D E F
0 0.00 0.00 0.00 0.00 0.00 0.00
5 0.20 0.15 0.12 0.08 1.00 0.60
10 0.36 0.27 0.22 0.15 1.00 0.60
15 0.50 0.38 0.30 0.19 1.00 0.60
20 0.64 0.48 0.38 0.27 1.00 0.60
25 0.75 0.56 0.45 0.33 1.00 0.60
30 0.84 0.63 0.50 0.40 1.00 0.60
35 0.92 0.69 0.55 0.46 1.00 0.60
40 0.97 0.73 0.58 0.52 1.00 0.60
45 0.99 0.74 0.60 0.58 1.00 0.60
50 1.00 0.75 0.60 0.65 1.00 0.60
55 1.00 0.75 0.60 0.71 1.00 0.60
60 0.99 0.74 0.60 0.77 1.00 0.60
65 0.96 0.72 0.58 0.82 1.00 0.60
70 0.91 0.68 0.55 0.88 1.00 0.60
75 0.85 0.64 0.51 0.90 1.00 0.60
80 0.75 0.56 0.45 0.90 1.00 0.60
85 0.60 0.45 0.36 0.80 1.00 0.60
90 0.46 0.35 0.28 0.70 1.00 0.60
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GRUPO GRUPO
G H
0.00 0.00
0.55 0.90
0.60 0.92
0.65 0.95
0.70 0.98
0.75 1.00
0.80 1.03
0.85 1.06
0.90 1.08
0.95 1.10
1.00 1.10
1.00 1.10
1.00 1.10
0.95 1.10
0.90 1.05
0.85 1.00
0.80 0.95
0.75 0.90
0.70 0.85
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C()*+- P./+-- .
V.3.*4*+- 1 & $ # 6
5454 600 16.67 33.33 50.00 66.67 83.33 100.00
0.55 0.89 1.00 0.94 0.65 0.00
Kc F+4) 0&! 0!& 0'# 0'! 00 0
H4742 !00 14.29 28.57 42.86 57.14 71.43 85.71
2.c4 0.48 0.81 0.98 1.00 0.89 0.58
Kc F+4) 0&$ 06# 0'0 0'' 0'$ 0!$
C.744 #00 20.00 40.00 60.00 80.00 100.00
8-//49./4 0.27 0.51 0.84 0.8 0
Kc F+4) 01$ 0' 06 0& 0$0
-/*4)+;42 $00 25.00 50.00 75.00 100.00
0.45 0.6 0.51 0
Kc F+4) 0& 0# 0#6 0&6
5454 #00 20.00 40.00 60.00 80.00 100.00
M4(4< 0 64 0 97 0 98 0 75 0 00
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M4+; 600 16.67 33.33 50.00 66.67 83.33 100.00
0.55 0.89 1.00 0.94 0.65 0.00
Kc F+4) 0&! 0!& 0'# 0'! 00 0
H4742 600 16.67 33.33 50.00 66.67 83.33 100.00
V./. 0.55 0.89 1.00 0.94 0.65 0.00
Kc F+4) 0&! 0!& 0'# 0'! 00 0
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.2
! ' 10 11 1&
100.00
0.00
0&'
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CEDULA DE CULTIVOS SIN PROYECTO
DISTRITO: OON<*E COMUNIDAD: H=N
>N<*E
ITEM 4 %S(5./8+c+. A3/=c-)4 T-*4) 100 10000
S(5./8+c+. I//+347). &&00 !0'!
CULTIVOS >S+ R+.3-?AREA
4 %P/+./4 C454@4
P>*O> %E?O@'O> 12.00 38.71PP 2.00 6.45
)EN FO@@?E@ 5.00 16.13
HA> <@NO 3.00 9.68
TOTAL PRIMERA CAMPAA &&00 !0'!S.3(4 C454@4
P>*O> %E?O@'O> 0.00 0.00
PP 0.00 0.00EA' FO@@?E 0.00 0.00
TOTAL SEGUNDA CAMPAA 000 000
S(5./8+c+. C()*+44 T-*4) &&00 !0'!I*.2+4 . U2- . S(.)- >IU2? 0!1
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CEDULA DE CULTIVOS CON PROYECTO
DISTRITO: OON<*E COMUNIDAD: H=N
>N<*E
ITEM 4 %S(5./8+c+. A3/=c-)4 T-*4) 100 10000
S(5./8+c+. I//+347). 100 10000
CULTIVOS >B49- R+.3-?AREA
4 %P/+./4 C454@4
P>*O> %E?O@'O> 16.00 51.61PP 3.00 9.68
EA' FO@@?E 4.00 12.90
)EN FO@@?E@ 5.00 16.13
HA> <@NO 3.00 9.68
TOTAL PRIMERA CAMPAA 100 10000S.3(4 C454@4
)EN FO@@?E@ 4.00 12.90HA> <@NO 5.00 16.13
EA' FO@@?E 3.00 9.68
TOTAL SEGUNDA CAMPAA 1&00 !1
S(5./8+c+. C()*+44 T-*4) $ 00 1 !1
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
CALCULO DE LA EVAPOTRANSPIRACION POTENCIALMETODO HARGREAVES III LONGITUD:
COMUNIDAD:HUAYNA AUSANGATE PROVINCIA:QUISPICANCHIS LATITUD:
DISTRITO:OCONGATE ALTITUD:
VARIABLES ENE FEB MAR ABR MAY JUN JUL AGO SEPT OCT
T.M.M. (°C) 12.67 12.67 12.58 12.31 11.25 10.14 9.98 11.14 12.41 13.86
T.M.M. (°F) 54.81 54.81 54.64 54.16 52.25 50.25 49.96 52.05 54.34 56.95
HORAS SOL MES 123.37 124.70 142.95 169.95 217.15 225.31 240.65 224.81 199.11 195.49
HORAS SOL DIA 3.98 4.45 4.61 5.67 7.00 7.51 7.76 7.25 6.64 6.31
N° DIAS MES 31.00 28.00 31.00 30.00 31.00 30.00 31.00 31.00 30.00 31.00
HORAS SOL MAX. DIA(DL) 11.38 11.66 12.00 12.44 12.74 12.92 12.82 12.54 12.20 11.80
% HORAS SOL MES 34.96 38.21 38.43 45.52 54.96 58.14 60.57 57.81 54.40 53.44
RAD. EXT. DIA (mm) 16.68 16.38 15.32 13.76 12.18 11.28 11.68 12.96 14.54 15.80
RAD. EXT. MES (mm) 517.12 458.67 474.88 412.70 377.44 338.26 361.94 401.65 436.13 489.80
RAD. INC. MES (mm) 229.33 212.65 220.78 208.83 209.86 193.44 211.25 229.04 241.26 268.55
Fa 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23
ETo (mm) 116.32 107.86 111.66 104.67 101.48 89.97 97.69 110.34 121.33 141.54
TOTAL AÑO
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
Elaboración Propia
Anexo-10-B
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
71°23.34" Oeste
13°37`24" Sur
3900 m.s.n.m
NOV DIC
13.55 13.18
56.39 55.72
164.97 141.48
5.50 4.56
30.00 31.00
11.46 11.28
48.00 40.45
16.48 16.58
494.44 514.02
256.93 245.19
1.23 1.23
134.09 126.45
1363.39 Mm/año
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
ANEXO-B
CALCULO DE DEMANDA DE HIDRICA CON PROYECTOMETODO HARGREAVES III
PROYECTO: CONSTRUCCION SISTEMA DE RIEGO POR ASPERSION EN LA COMUNIDAD HUAYNA AUSANGATE
PROVINCIA:QUISPICANCHI COMUNIDAD:HUAYNA AUSANGATE AREA A I
DISTRITO: OCONGATE SECTOR: AREA A I
REFERENCIAS AREAENE FEB MAR ABR MAY JUN JUL
CULTIVOS ha %
PRIMERA CAMPAÑA
P>*O> %E?O@'O> 12.00 54.55 0.0 0.0 0.0 0.0 0.0 0.0 0.0
PP 2.00 .0 0.4 0.71 0.25
EA' FO@@?E 0.00 0.00 0.!7
)EN FO@@?E 5.00 22.73 0.!4 0.45
HA> <@NO 3.00 13.4 0.57 0.73 0.!5 0.!3
SUBTOTAL 22. !.
SEGUNDA CAMPAÑA
)EN FO@@?E 0.00 0.00 0.14 0.40 0.5 0.!4 0.45
HA> <@NO 0.00 0.00 0.10 0.2 0.41 0.57 0.73
EA' FO@@?E 0.00 0.00 0.10 0.33 0.55
SUBTOTAL .
TOTAL 22. !INTENSIDAD DE USO "IU# !.A#EA A #EGA#SE PO# $ES %&'( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
)* PON+E#A+O 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ET, %--( 11.32 107.! 111. 104.7 101.4! !.7 7.
ETr %--( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
P#ECIPITACION P#O$E+IO $ENSUA %--( 1!7.70 14.!! 144.30 !.15 !.52 !.54 11.40
+ES/IACION ESTAN+A# %S+( 7!.1 7!.!1 55.3 33. 7.1 1!.12 7.
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
P#ECIPITACION CONIAE A 75 %--( 134.! 111.72 10.4 45.22 3.7 0.00 .03
#EQUE#I$IENTO +E #IEGO NETO %--( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
#EQUE#I$IENTO +E #IEGO NETO %-&'( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
NU$E#O +IAS +E $ES 31.00 2!.00 31.00 30.00 31.00 30.00 31.00
O#NA+A +E #IEGO %&,r's( 24.00 24.00 24.00 24.00 24.00 24.00 24.00
EICIENCIA +E #IEGO PO# ASPE#SION %( 75.00 75.00 75.00 75.00 75.00 75.00 75.00
#EQUE#I$IENTO +E #IEGO #UTO %-3&'( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
/OU$EN +E +E$AN+A #EQUE#I+A %-3( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
+E$AN+A TOTA +E AGUA +E PY %6se( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AGUA +ISPONIE EN A UENTE %6se( 12.00 12.00 12.00 12.00 12.00 12.00 12.00
SUPE#A/IT +E #ECU#SO HI+#ICO %6se( 12.00 12.00 12.00 12.00 12.00 12.00 12.00
$O+UO +E #IEGO %6tse&'( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
+E$AN+A UNITA#IA TOTA %6tse&' .!$
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
ANEXO-CBALANCE HIDRICO DEL PROYECTO
PROVINCIA:QUISPICANCHI COMUNIDAD:HUAYNA AUSANGATE
DISTRITO: OCONGATE SECTOR:
REFERENCIAS ENE FEB MAR ABR MAY JUN JUL
+E$AN+A TOTA +E AGUA +E PY %6se( 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AGUA +ISPONIE EN A UENTE %6se( 12.00 12.00 12.00 12.00 12.00 12.00 12.00
SUPE#A/IT +E #ECU#SO HI+#ICO %6se( 12.00 12.00 12.00 12.00 12.00 12.00 12.00
ENE FEA %@ A@ %= ?N ?- <O >E*
0
2
4
6
8
10
12
14
BALANCE HIDRICO
'E%N' *O*- 'E < 'E- P= ls$ < 'B>PONBA-E EN - FEN*E ls
MESES
CAUDAL >L2 ?
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
RIGAR: 1r' C'-8'9' 22. ha
RIGAR: 2:' C'-8'9' . ha
AGO SET OCT NOV DIC
0.0 0.0 0.0 0.0 0.0
0.11 0.4! 0.!7
0.10 0.33 0.55 0.75
0.14 0.40 0.5
0.10 0.2 0.41
0.!5 0.!3
0.75 0.!7
0.00 0.00 22.00 22.00 22.00
0.00 0.00 0.55 0. 0.77
110.34 121.33 141.54 134.0 12.45
0.00 0.00 77.33 !!.2 7.!3
12.57 2!.02 1.!4 5.0 134.13
11.32 1.7 2.0 4.50 50.55
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
4.3 1.70 41.7 4.24 100.04
0.00 0.00 35. 24.3! 0.00
0.00 0.00 35.5! 243.!4 0.00
31.00 30.00 31.00 30.00 31.00
24.00 24.00 24.00 24.00 24.00
75.00 75.00 75.00 75.00 75.000.00 0.00 475.43 325.13 0.00
0.00 0.00 1045.53 7152.7! 0.00
0.00 0.00 3.1 2.7 0.00
12.00 12.00 12.00 12.00 12.00
12.00 12.00 !.0 .24 12.00
0.00 0.00 0.1! 0.13 0.00
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
AGO SET OCT NOV DIC
0.00 0.00 3.1 2.7 0.00
12.00 12.00 12.00 12.00 12.00
12.00 12.00 !.0 .24 12.00
O* NO) 'B
$
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . 'E H=NC>N<*E
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . H=NC>N<*E
ANEXO-B
CALCULO DE DEMANDA DE HIDRICA CON PROMETODO HARGREAVES III
PROYECTO: CONSTRUCCION SISTEMA DE RIEGO POR ASPERSION EN LA COMUNIDAD HUAYNA AUSANGATE
PROVINCIA:QUISPICANCHI COMUNIDAD:HUAYNA AUSANGATE
DISTRITO: OCONGATE SECTOR:
REFERENCIAS AREAENE FEB MAR ABR MAY
CULTIVOS ha &'()*)&+A',*,a %
PRIMERA CAMPAÑA
P>*O> %E?O@'O> 12.00 2.00 14.00 50.00 0.0 0.0 0.0 0.0 0.0
PP 2.00 0.00 2.00 !.33 0.4 0.71 0.25
EA' FO@@?E 2.00 0.00 2.00 !.33 0.!7
)EN FO@@?E 5.00 0.00 5.00 20.!3 0.!4 0.45HA> <@NO 3.00 0.00 3.00 12.50 0.57 0.73 0.!5 0.!3
SUBTOTAL 2/. 2. 20. !.
SEGUNDA CAMPAÑA
)EN FO@@?E 2.00 !.33 0.14 0.40 0.5
HA> <@NO 2.00 !.33 0.10 0.2 0.41
EA' FO@@?E 1.00 4.17 0.10
SUBTOTAL 1. 2!TOTAL 2. !2!
INTENSIDAD DE USO "IU# !.2A#EA A #EGA#SE PO# $ES %&'( 24.00 22.00 21.00 1.00 17.00
)* PON+E#A+O 0.!5 0.7 0.! 0.77 0.77
ET, %--( 11.32 107.! 111. 104.7 101.4!
ETr %--( !.53 !1.! 7.1 !0.4 77.72
P#ECIPITACION P#O$E+IO $ENSUA %--( 1!7.70 14.!! 144.30 !.15 !.52
+ES/IACION ESTAN+A# %S+( 7!.1 7!.!1 55.3 33. 7.1
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . H=NC>N<*E
P#ECIPITACION CONIAE A 75 %--( 134.! 111.72 10.4 45.22 3.7
#EQUE#I$IENTO +E #IEGO NETO %--( 0.00 0.00 0.00 35.27 74.05
#EQUE#I$IENTO +E #IEGO NETO %-&'( 0.00 0.00 0.00 352.5 740.51
NU$E#O +IAS +E $ES 31.00 2!.00 31.00 30.00 31.00
O#NA+A +E #IEGO %&,r's( 24.00 24.00 24.00 24.00 24.00
EICIENCIA +E #IEGO PO# ASPE#SION %( 75.00 75.00 75.00 75.00 75.00
#EQUE#I$IENTO +E #IEGO #UTO %-3&'( 0.00 0.00 0.00 470.20 !7.35
/OU$EN +E +E$AN+A #EQUE#I+A %-3( 0.00 0.00 0.00 !33.!! 17!4.4
+E$AN+A TOTA +E AGUA +E PY %6se( 0.00 0.00 0.00 3.45 .27
AGUA +ISPONIE EN A UENTE %6se( 12.00 12.00 12.00 12.00 12.00
SUPE#A/IT +E #ECU#SO HI+#ICO %6se( 12.00 12.00 12.00 !.55 5.73
$O+UO +E #IEGO %6tse&'( 0.00 0.00 0.00 0.1! 0.37
+E$AN+A UNITA#IA TOTA %6tse&'( ./0
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . H=NC>N<*E
ANEXO-CBALANCE HIDRICO DEL P
PROVINCIA: QUISPICANCHI COMUNIDAD: HUAYNA AUSANGATE
DISTRITO: OCONGATE SECTOR:
REFERENCIAS ENE FEB MAR ABR MAY
+E$AN+A TOTA +E AGUA +E PY %6se( 0.00 0.00 0.00 3.45 .27
AGUA +ISPONIE EN A UENTE %6se( 12.00 12.00 12.00 12.00 12.00
SUPE#A/IT +E #ECU#SO HI+#ICO %6se( 12.00 12.00 12.00 !.55 5.73
ENE FEA %@ A@ %= ?N ?-
0
2
4
6
8
10
12
14
BALANCE HIDRICO
'E%N' *O*- 'E < 'E- P= ls$ < 'B>PONBA-
MESES
CAUDAL >L2 ?
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . H=NC>N<*E
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . H=NC>N<*E
ECTO
AREA A IRRIGAR: 1r' C'-8'9' 2/. haAREA A IRRIGAR: 2:' C'-8'9' 1. ha
JUN JUL AGO SET OCT NOV DIC
0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.11 0.4! 0.!7
0.10 0.33 0.55 0.75
0.14 0.40 0.50.10 0.2 0.41
0.!4 0.45
0.57 0.73 0.!5 0.!3
0.33 0.55 0.75 0.!7
17.00 17.00 15.00 17.00 2.00 2.00 2.00
0.!2 0.!1 0.!! 0.!0 0.4 0.0 0.71
!.7 7. 110.34 121.33 141.54 134.0 12.45
73.!3 7!.7! 7.4 .5 .03 !0. 0.07
!.54 11.40 12.57 2!.02 1.!4 5.0 134.13
1!.12 7. 11.32 1.7 2.0 4.50 50.55
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . H=NC>N<*E
0.00 .03 4.3 1.70 41.7 4.24 100.04
73.!3 72.75 2.53 7.! 27.35 1.42 0.00
73!.2 727.4 25.31 7!.5 273.53 14.24 0.00
30.00 31.00 31.00 30.00 31.00 30.00 31.00
24.00 24.00 24.00 24.00 24.00 24.00 24.00
75.00 75.00 75.00 75.00 75.00 75.00 75.00!4.35 . 1233.74 104.!7 34.71 21!.! 0.00
1733.!! 14!.!3 1!50.13 1!102.71 4!2.45 53.50 0.00
.4 .1 .1 .! 3.54 2.20 0.00
12.00 12.00 12.00 12.00 12.00 12.00 12.00
5.54 5.!4 5.0 5.02 !.4 .!0 12.00
0.3! 0.3 0.4 0.41 0.14 0.0! 0.00
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ON>*@BON >B>*E% 'E @BE<O PO@ >PE@>BON EN - . H=NC>N<*E
ROYECTO
JUN JUL AGO SET OCT NOV DIC
.4 .1 .1 .! 3.54 2.20 0.00
12.00 12.00 12.00 12.00 12.00 12.00 12.00
5.54 5.!4 5.0 5.02 !.4 .!0 12.00
<O >E* O* NO) 'B
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ANEXO-B
CALCULO DE DEMANDA DE HIDRICA CON PROMETODO HARGREAVES III
PROYECTO: CONSTRUCCION SISTEMA DE RIEGO POR ASPERSION EN LA COMUNIDAD HUAYNA AUSANGATE
PROVINCIA:QUISPICANCHI COMUNIDAD:HUAYNA AUSANGATEDISTRITO: OCONGATE SECTOR:
REFERENCIAS AREAENE FEB MAR ABR MAY
CULTIVOS ha &'()*)&+ a',*,a %
PRIMERA CAMPAÑA
P>*O> %E?O@'O> 14.00 2.00 1.00 53.!5 0.0 0.0 0.0 0.0 0.0
PP 2.00 1.00 3.00 7. 0.4 0.71 0.25
EA' FO@@?E 2.00 2.00 4.00 7. 0.45
)EN FO@@?E 5.00 0.00 5.00 1.23 0.!4 0.45HA> <@NO 3.00 0.00 3.00 11.54 0.57 0.73 0.!5 0.!3
SUBTOTAL 20. 1. 4!. !.
SEGUNDA CAMPAÑA
)EN FO@@?E 4.00 15.3! 0.14 0.40 0.5
HA> <@NO 5.00 1.23 0.10 0.2 0.41
EA' FO@@?E 3.00 11.54 0.10
SUBTOTAL !2. /0TOTAL 4$. !/0
INTENSIDAD DE USO "IU# !.1A#EA A #EGA#SE PO# $ES %&'( 2.00 24.00 2!.00 2.00 2.00
)* PON+E#A+O 0.!2 0.77 0.0 0. 0.!
ET, %--( 11.32 107.! 111. 104.7 101.4!
ETr %--( 5.25 !2. .4 72.43 !.50
P#ECIPITACION P#O$E+IO $ENSUA %--( 1!7.70 14.!! 144.30 !.15 !.52
+ES/IACION ESTAN+A# %S+( 7!.1 7!.!1 55.3 33. 7.1
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P#ECIPITACION CONIAE A 75 %--( 134.! 111.72 10.4 45.22 3.7
#EQUE#I$IENTO +E #IEGO NETO %--( 0.00 0.00 0.00 27.20 4.!3
#EQUE#I$IENTO +E #IEGO NETO %-&'( 0.00 0.00 0.00 272.03 4!.2!
NU$E#O +IAS +E $ES 31.00 2!.00 31.00 30.00 31.00
O#NA+A +E #IEGO %&,r's( 24.00 24.00 24.00 24.00 24.00
EICIENCIA +E #IEGO PO# ASPE#SION %( 75.00 75.00 75.00 75.00 75.00
#EQUE#I$IENTO +E #IEGO #UTO %-3&'( 0.00 0.00 0.00 32.71 !4.37
/OU$EN +E +E$AN+A #EQUE#I+A %-3( 0.00 0.00 0.00 430.3 22473.75
+E$AN+A TOTA +E AGUA +E PY %6se( 0.00 0.00 0.00 3.4 !.3
AGUA +ISPONIE EN A UENTE %6se( 12.00 12.00 12.00 12.00 12.00
SUPE#A/IT +E #ECU#SO HI+#ICO %6se( 12.00 12.00 12.00 !.3 3.1
$O+UO +E #IEGO %6tse&'( 0.00 0.00 0.00 0.14 0.32
+E$AN+A UNITA#IA TOTA %6tse&'( ./1
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ANEXO-CBALANCE HIDRICO DEL P
PROVINCIA: QUISPICANCHI COMUNIDAD: HUAYNA AUSANGATE
DISTRITO:OCONGATE SECTOR:
REFERENCIAS ENE FEB MAR ABR MAY
+E$AN+A TOTA +E AGUA +E PY %6se( 0.00 0.00 0.00 3.4 !.3
AGUA +ISPONIE EN A UENTE %6se( 12.00 12.00 12.00 12.00 12.00
SUPE#A/IT +E #ECU#SO HI+#ICO %6se( 12.00 12.00 12.00 !.3 3.1
ENE FEA %@ A@ %= ?N ?-
0
2
4
6
8
10
12
14
BALANCE HIDRICO
'E%N' *O*- 'E < 'E- P= Dls$g < 'B>PONBA
MESES
CAUDAL >L2?
7/21/2019 Balance Hidrico Corregido
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P ;6 C t > : 6 S> t : #> A >
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ECTO
AREA A IRRIGAR: 1r' C'-8'9' 20. haAREA A IRRIGAR: 2:' C'-8'9' !2. ha
JUN JUL AGO SET OCT NOV DIC
0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.11 0.4! 0.!7
0.14 0.40 0.5 0.!4
0.14 0.40 0.5
0.10 0.2 0.41
0.!4 0.45
0.57 0.73 0.!5 0.!3
0.33 0.55 0.75 0.!7
2.00 2.00 22.00 24.00 2!.00 31.00 31.00
0.7 0.7 0.!7 0.!2 0.52 0.57 0.
!.7 7. 110.34 121.33 141.54 134.0 12.45
!.51 74.02 5.7 .2 73.0 7.30 !3.2
!.54 11.40 12.57 2!.02 1.!4 5.0 134.13
1!.12 7. 11.32 1.7 2.0 4.50 50.55
P ;6 C t > : 6 S> t : #> A >
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0.00 .03 4.3 1.70 41.7 4.24 100.04
!.51 7.! 0.! !2.5 32.23 12.0 0.00
!5.13 7.!4 0!.5 !25.! 322.2 120.5 0.00
30.00 31.00 31.00 30.00 31.00 30.00 31.00
24.00 24.00 24.00 24.00 24.00 24.00 24.00
75.00 75.00 75.00 75.00 75.00 75.00 75.0013.51 0.4 1211.45 1101.1! 42.72 10.! 0.00
23751.32 2357.! 251.5 242!.43 12032.2! 4!.!0 0.00
.1 !.!0 .5 10.20 4.4 1.2 0.00
12.00 12.00 12.00 12.00 12.00 12.00 12.00
2.!4 3.20 2.05 1.!0 7.51 10.0! 12.00
0.35 0.34 0.45 0.42 0.1 0.0 0.00
P ;6 C t > : 6 S> t : #> A >
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ROYECTO
JUN JUL AGO SET OCT NOV DIC
.1 !.!0 .5 10.20 4.4 1.2 0.00
12.00 12.00 12.00 12.00 12.00 12.00 12.00
2.!4 3.20 2.05 1.!0 7.51 10.0! 12.00
<O >E* O* NO) 'B
E EN - FEN*E Dls$g
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8 8 8 @
CALCULO DE DEMANDA DE HIDRICA CON PROYECTOMETODO HARGREAVES III
PROYECTO: CONSTRUCCION SISTEMA DE RIEGO POR ASPERSION EN LA COMUNIDAD HUAYNA AUSANGATE
PROVINCIA:QUISPICANCHI COMUNIDAD:HUAYNA AUSANGATE AREA A I
DISTRITO: OCONGATE SECTOR: AREA A IREFERENCIAS AREA
ENE FEB MAR ABR MAY JUN JULCULTIVOS ha %
PRIMERA CAMPAÑA
-F-F !.00 2.3 0.2 0.0 0.! 0.7 0.!! 0. 1.00
PP Dsi$,ra gran#$ 3.00 11.11 0.7 0.!0 0.33
@=E <@>> !.00 2.3 1.00 1.00 1.00 1.00 1.00 1.00 1.00
)EN FO@@?E 5.00 1!.52 0.!4 0.45
HA> <@NO 3.00 11.11 0. 0.4 0.74 0.2SUBTOTAL 25. !.
SEGUNDA CAMPAÑA
EA' FO@@?E 2.00 7.41 0.14 0.3 0.! 0.!2
HO@*-BG> 2.00 7.41 0.27 0.72 0.5 0.7 0.!0
PP D%H= 3.00 11.11 0.32 0.!1 0.!
SUBTOTAL 5. 20TOTAL 4/. !20
INTENSIDAD DE USO "IU# !.4
A#EA A #EGA#SE PO# $ES %&'( 27.00 27.00 24.00 23.00 23.00 23.00 23.00
)* PON+E#A+O 0.7 0.75 0.72 0.74 0.!1 0.3 0.
ET, %--( 11.32 107.! 111. 104.7 101.4! !.7 7.
ETr %--( !7.! !0.! 7.7 7. !2.42 !3.75 4.20
P#ECIPITACION P#O$E+IO $ENSUA %--( 172.4 150.!! 135. 4.23 .7 3.! 4.22
+ES/IACION ESTAN+A# %S+( 7.0 7.7! 52.21 32.04 .! 12.17 7.05
P#ECIPITACION CONIAE A 75 %--( 121.14 .0 100.77 42.2 2.1 0.00 0.00
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#EQUE#I$IENTO +E #IEGO NETO %--( 0.00 0.00 0.00 34.34 !0.2 !3.75 4.20
#EQUE#I$IENTO +E #IEGO NETO %-&'( 0.00 0.00 0.00 343.3! !02.5! !37.4! 42.05
NU$E#O +IAS +E $ES 31.00 2!.00 31.00 30.00 31.00 30.00 31.00
O#NA+A +E #IEGO %&,r's( 17.00 17.00 17.00 17.00 17.00 17.00 17.00
EICIENCIA +E #IEGO PO# ASPE#SION %( 75.00 75.00 75.00 75.00 75.00 75.00 75.00
#EQUE#I$IENTO +E #IEGO #UTO %-3&'( 0.00 0.00 0.00 457.!4 1070.11 111.4 125.0
/OU$EN +E +E$AN+A #EQUE#I+A %-3( 0.00 0.00 0.00 10530.3 2412.51 25!2.1 2!!!.3!
+E$AN+A TOTA +E AGUA +E PY %6se( 0.00 0.00 0.00 5.74 12.7 13. 15.23
AGUA +ISPONIE EN A UENTE %6se( 12.00 12.00 12.00 12.00 12.00 12.00 12.00
SUPE#A/IT +E #ECU#SO HI+#ICO %6se( 12.00 12.00 12.00 .2 0.7 1. 3.23
$O+UO +E #IEGO %6tse&'( 0.00 0.00 0.00 0.25 0.5 0.1 0.
+E$AN+A UNITA#IA TOTA %6tse&' .06# C,a(3 ) 7' A&)83-!-A
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ANEXO C
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8 8 8 @ ANEXO-C
BALANCE HIDRICO DEL PROYECTO
PROVINCIA:QUISPICANCHI COMUNIDAD:HUAYNA AUSANGATE
DISTRITO:OCONGATE SECTOR:
REFERENCIAS ENE FEB MAR ABR MAY JUN JUL
+E$AN+A TOTA +E AGUA +E PY %6se( 0.00 0.00 0.00 5.74 12.7 13. 15.23
AGUA +ISPONIE EN A UENTE %6se( 12.00 12.00 12.00 12.00 12.00 12.00 12.00
SUPE#A/IT +E #ECU#SO HI+#ICO %6se( 12.00 12.00 12.00 .2 0.7 1. 3.23
ENE FEA %@ A@ %= ?N ?- <O >E* O
0.00
2.00
4.00
6.00
8.00
10.00
12.00
14.00
16.00
18.00
BALANCE HIDRICO
'E%N' *O*- 'E < 'E- P= Dls$g < 'B>PONBA-E EN - FEN*E Dls
MESES
CAUDAL >L2?
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E?8e:>e=te< C,=stru**>,= s>ste-' :e r>e, 8,r 's8ers>,= e= 6' C.C Hu'@='Aus'='te
7/21/2019 Balance Hidrico Corregido
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RIGAR: 1r' C'-8'9' 25. ha
RIGAR: 2:' C'-8'9' 5. ha
AGO SET OCT NOV DIC
0. 0.4 0.!3 0.71 0.33
0.27 0.72 0.5
1.00 1.00 1.00 1.00 1.00
0.14 0.40 0.5
0.24 0.5 0.0
0.5 0.5
0.33
0.!7 0.3!
23.00 21.00 27.00 27.00 27.00
0.! 0.! 0.2 0.73 0.72
110.34 121.33 141.54 134.0 12.45
!.2 103.7 !!.44 !.2! 1.04
7.7 23.! 52.!7 !1.2 117.53
10.31 17.00 31.11 47.30 52.0
0.!1 12.21 31.! 4.3 !2.05
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7.4 1.55 5.55 4!.0 !.
74.! 15.51 55.4 4!!. !.3
31.00 30.00 31.00 30.00 31.00
17.00 17.00 17.00 17.00 17.00
75.00 75.00 75.00 75.00 75.00
12.!5 1220.! 753. 51.4 11.02!.5 2534.3! 20357.71 1702.51 3237.37
15.7 13. 10.73 .5 1.71
12.00 12.00 12.00 12.00 12.00
3.7 1. 1.27 2.41 10.2
0. 0. 0.40 0.3 0.0
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AGO SET OCT NOV DIC
15.7 13. 10.73 .5 1.71
12.00 12.00 12.00 12.00 12.00
3.7 1. 1.27 2.41 10.2
* NO) 'B
g
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