Lut Scholtz

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GENERACION DE DESCARGAS EN CUENCA TOTAL MOLLEBAMBA

METODO PROPUESTO POR LA MISION TECNICA ALEMANA - 1980

Cuadro N° 6.1: Pr!"#"$a!"%& E'!$"(a)*+& , Burao o' R!,aa$"o&

P P. E'!$"(a: PE / Cur(a I Cur(a II Cur(a III

0.0 0.0 0.0 0.0

10.0 0.0 1.0 2.0

20.0 0.0 2.0 4.030.0 0.0 3.0 6.0

40.0 0.5 4.0 8.050.0 1.0 6.0 11.0

60.0 1.5 8.0 14.0

70.0 3.0 10.0 18.080.0 4.0 14.0 24.0

90.0 5.5 18.0 30.0100.0 8.0 23.0 39.0110.0 11.0 29.0 48.0

120.0 15.0 36.0 58.0

130.0 19.0 43.0 68.0140.0 24.0 52.0 78.0

150.0 30.0 60.0 88.0160.0 37.0 69.0 98.0

170.0 45.0 79.0 108.0180.0 55.0 89.0 118.0

0.15 0.3 0.5

Cuadro N° 6.: C,!u,o d, Co'"!"&$ d E)!orr&$2a

M3$odo d ,a M")"%& A,a&a M3$odo d L - Tur!

Precipitación Media Anual: P 850.9 mm Temperatura Media Anual: T 8.7 °!"ap#ración T#tal Anual: !TP 1222 mm #e$iciente de Temperatura: % 550.4

&'$icit de !(currimient#: & 469.1 mm)a*#Co'"!"&$ d E)!orr&$2a: C 0.8 Co'"!"&$ d E)!orr&$2a: C 0.45

Cuadro N° 6.4: Co'"!"&$) dCuadro N° 6.: Cara!$r2)$"!a) G&ra,) d ,a M"!ro!u&!a C,!u,o - Pr!"#"$a!"%& E'!$"(a

Area de la cuenca: A 698.4 +m2 Co'. Cur(a I Cur(a II Cur(a III Altitud Media de la Micr#cuenca: , 3500 m(nm -0.047000 -0.106500 -0.417700

Pendiente Media de la Micr#cuenca 0.95 m)m 0.009400 0.147700 0.379500

Precipitación Media Anual: P 850.9 mm -0.000500 -0.002900 -0.010100

!"ap#ración T#tal Anual: !TP 1222 mm 0.000020 0.000050 0.000200

Temperatura Media Anual: T 8.7 ° -5.00!-08 -2.00!-07 -9.00!-07

&'$icit de !(currimient#: & 469.1 mm)a*# 2.00!-10 2.00!-10 1.00!-09#e$iciente de !(c#rrenta: 0.45

#e$iciente de A/#tamient#: a 0.0135 !l ran/# de aplicación de l#(

elación de audale( 30 da(: # 0.667 c#e$iciente( de la ecuación Area de la/una( acu$er#( 5 +m2 P#linómica de la P! e(t

a0

a1

a

a

a4

a5

0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0

0.0

20.0

40.0

60.0

80.0

100.0

120.0

140.0

$ 1.41337999730762!-0095 - 8.67403337453039!-0074 0.00017485333 - 0.01007428912 0.37

7"*ura 6.1: Por!"%& d Pr!"#"$a!"%& E'!$"(a S*+& Burao O' R!,a-a$"o&

Cur(a I Cur(a II

Cu r(a II I Po ,8& o-" a, C ur (a II I/

Pr!"#"$a!"%& M &)ua, -- /

P r ! " # " $ a ! " % & E ' ! $ " ( a . - - /


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a(t# Men(ual de etención: 80.0 mm)a*# c#mprendida para 0 ; P ; 250 mm

CUADRO N° 6.5: GENERACION DE CAUDALES MEDIOS MENSUALES PARA EL AO PROMEDIO

PRECIPITACION MENSUAL CONTRIBUCION DE LA RETENCION CAUDALES

N° P E'!$"(a Ga)$o Aa)$!""&$o GENERADOS

MES d2a) d, To$a, PE II PE III PE " G" a" A") mm)me( mm)me( mm)me( mm)me( mm)me( mm)me( mm)me( m3)(

1 2 3 4 5 6 7 8 9 10 11 12

!ner# 30 190.7 55.3 153.6 105.0 0.400 32.0 73.0 19.68

uni# 30 4.6 0.5 1.1 0.8 0.297 12.6 13.4 3.62

>uli# 31 3.8 0.4 0.9 0.7 0.198 8.4 9.1 2.36

A/#(t# 31 13.5 1.5 3.3 2.4 0.132 5.6 8.0 2.09

?etiem. 30 22.4 2.3 5.0 3.7 0.088 3.7 7.4 2.00@cture 31 41.3 4.0 9.6 6.8 0.059 2.5 9.3 2.44

#"iem. 30 50.6 5.2 13.3 9.3 0.050 4.0 5.3 1.42&iciem. 31 98.4 17.1 54.5 36.0 0.350 28.0 8.0 2.09

AO 850.9 198. 560.9 81.8 1.886 80.0 1.000 80.0 81.8 8.60

#e$iciente( 0.45 0.494 0.506 1.000

7u&$: E,aora!"%& #ro#"a

CUADRO N° 6.6: CALCULO DE LOS COE7ICIENTES DE CORRELACION PARA EL AO PROMEDIO

;$ ;$-1 PE73.0 8.0 105.0

87.6 73.0 103.6 R)u,$ado d ,a r*r)"%&103.0 87.6 103.036.4 103.0 8.1 e(umen21.2 36.4 2.3 e(umen13.4 21.2 0.8

9.1 13.4 0.7 dísticas de la regre

8.0 9.1 2.4 #e$icien 0.981567.4 8.0 3.7 #e$icien 0.963479.3 7.4 6.8 2 aBu( 0.955355.3 9.3 9.3 !rr#r tpi 7.486198.0 5.3 36.0 @(er"a 12

7u&$: E,aora!"%& #ro#"a

AC%D?D? &! EADAFAGrados de lib de cuad de los c F r crítico de F

e/re(ió 2 13303 6651.41 118.684 3!-007e(idu#( 9 504.388 56.0431T#tal 11 13807

Coeficient rror típic stadísticorobabilida ferior 95 perior 95 Dntercepc 0.4764 3.09964 0.1537 0.88124 -6.5355 7.48828Eariale 0.35694 0.06892 5.17934 0.00058 0.20104 0.51284Eariale 0.62808 0.05491 11.4391 1!-006 0.50388 0.75229


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Cuencas con agotamiento rápido.etención entre 50 80 mm)a*# "e/etación p#c# de(arr#llada puna:

5203074 - 0.4177241523

D= P 1

(0.9+ P2

L2 )(

1

2) (4 )

L=300+25 (T )+0.05(T )3 (4 a )

C = P− D P

(3)

a =−0.00252 ( LnAR )+0.030 (12.2 )


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A


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PRECIPITACION E7ECTI>A GENERADA EN CUENCA INTEGRALPERIODO: 1969 008

ATAM!T@:@EDDA :

D?TDT@ :

A?o E&. 7. Mar. Ar. Ma. @u&. @u,. A*o. S$. O!$. No(. D"!. To$.1969 59.4 72 45.9 11 2.3 1.7 3.1 0.5 2.4 12.1 9.4 45.6 265.41970 106 85.4 101.2 2 0.1 2.1 1.7 2.5 10.9 6.7 4.8 23.9 347.31971 92.1 115.9 56.4 12.6 3.2 0.6 4.6 0.2 0.5 2.7 0.8 56.8 346.41972 246.5 161.2 178.7 2.7 2.7 4.1 0 1.9 3.9 13.9 10.7 12.9 639.21973 190.3 123.4 117.2 33.2 1 2.6 0.2 0.1 15.2 0.9 16.5 31.9 532.51974 209.3 217.9 116.5 46.1 1.9 1.1 1.9 41.8 19.1 1.2 5 31.9 693.71975 99.3 115.7 136.4 2.3 1.4 2.9 4.7 0.5 0.2 2.2 0.3 81.6 447.51976 110.3 84.6 116 2.9 0.2 0.1 2.8 0.2 68.5 3.7 1.1 11.7 402.11977 14.5 165.2 85.4 1.4 4.7 4.7 0.2 4.3 1.1 3.6 52.4 4.5 342.01978 133.8 22.3 25 1.7 0.4 0.3 3.4 3 0 7.1 34 56.5 287.51979 6.2 45.7 41.4 6.2 2.5 3.5 1.9 0.5 0.7 0.9 3.2 25.5 138.21980 27.2 9.8 113.8 1.2 2.4 4.3 2.2 3.8 3.2 50.5 13 7.4 238.8

1981 122.9 191.2 30 35 2.4 2.7 4.5 26 3.9 4.6 30.6 69.8 523.61982 55.2 48.3 48.8 1 4.6 0.9 4.7 1.7 4 34.7 14.5 2.6 221.01983 7.2 5.8 4.1 0.2 3.3 3.8 3.9 1.9 0.8 0.6 0.4 0.3 32.31984 73.9 65.1 53.9 5.4 1.4 2.3 2.5 0 1.5 2.2 3.8 20 232.01985 86.1 76.1 63.4 7.2 1.1 2.2 2.3 0.1 2.3 3.2 5.2 24.6 273.81986 61.3 108 73.1 17.2 0 4.7 1.3 0.4 2.7 0 1.5 47.7 317.91987 165.8 9.9 78.5 0 0.2 0.3 0.7 0.7 4 6.9 5.9 0.1 273.01988 176.1 36 49.8 35.7 0.8 4.7 0.1 2.4 0.7 1.5 7.7 36.5 352.01989 217.8 196.5 169 32.4 0 0.8 0.9 4.2 15.8 19.2 26.2 79.4 762.21990 104.8 93.2 78.2 10.2 0.9 1.9 2.1 0.3 3.7 4.9 7.6 31.8 339.61991 97.7 86.7 72.6 9 1 2 2.1 0.2 3.1 4.2 6.7 29 314.31992 108.7 96.7 81.3 10.8 0.8 1.9 2 0.4 4 5.3 8.2 33.3 353.41993 165 148.1 126.3 21.3 0.3 1.2 1.4 1.9 9.5 11.9 16.8 56.5 560.21994 105.2 93.5 78.5 10.2 0.9 3.6 2.1 0.3 1.3 0 6.1 31 332.7

1995 117.6 38.5 40.3 1.2 3 4.7 4.7 2.4 2.3 0.4 3.9 9.9 228.91996 105.1 219.7 77.6 61.8 4.7 4.1 2.5 3.3 2.2 5 7.7 31.9 525.61997 133.9 145.7 56.5 3.4 0.1 4.7 4.1 30 15.7 0 22.9 27.4 444.41998 160.2 35.7 55.6 1 4.7 4.7 4.7 4.7 4.7 1.3 0.1 97.3 374.71999 97.6 205.3 118.7 31.8 1.8 4.7 2.1 0.1 10.5 26.6 0.1 60.3 559.62000 190.1 186.4 151 9.3 0.9 0.1 2.1 0.1 0.8 6.3 3.6 42.2 592.92001 224.9 151.9 137.8 21.6 3.4 3.7 1 2.2 0.1 20.2 4.7 11.7 583.22002 75.6 119.6 104 15.2 1.8 2.4 26.5 0.1 1.5 32.9 28.9 39 447.52003 59.8 65.6 175.6 3.3 0.1 4.7 2.6 0.3 0.5 1.8 2.8 52.6 369.72004 51.7 138.7 53.2 7.7 4 0.1 2.3 0 3.3 0.4 5.8 19.6 286.82005 88.4 55.5 24.7 3.5 4.7 4.7 2.3 1.3 10.4 0.1 0.1 100.4 296.12006 121.9 136.5 144.1 12.3 4.7 4.7 4.7 0.1 2.8 25.5 60.7 22.7 540.72007 66.4 75 163.5 4 2.4 4.7 2.7 4.7 0.2 0.5 0.9 23.6 348.62008 141.2 155.7 30.3 2.1 4.3 0.4 4.7 3.1 4.7 3 0.1 15.4 365.0

MA. 246.5 219.7 178.7 61.8 4.7 4.7 26.5 41.8 68.5 50.5 60.7 100.4 762.2MED. 111.9 105.1 86.9 1.4 .0 . .1 .8 6.1 8. 10.9 5. 88.MIN. 6.2 5.8 4.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.1 32.3

D.EST 59.7 60.3 46.4 14.4 1.6 1.7 4.1 8.6 11.3 11.5 13.9 25.4 153.0 ,aora!"%& #ro#"a

LEATORIOS GENERADOS CON DISTRIBUCION NORMAL CUADRO N° : NUMEROS ALPERIODO: 1969 - 008

A?o E&. 7. Mar. Ar. Ma. @u&. @u,. A*o. S$. O!$. No(. D"!.1969 -0.190 -0.419 -0.581 0.704 -1.077 0.206 -0.898 -0.077 -1.303 -0.335 0.451 2.974 -0.11970 0.366 -0.998 -0.949 1.006 0.862 0.092 -0.541 2.364 1.470 -1.175 -0.688 0.464 -2.61971 -0.637 0.599 1.319 0.047 -1.391 -1.006 0.061 -0.116 -0.708 1.105 2.094 -0.277 0.81972 -0.322 1.013 0.735 -0.705 1.184 0.819 0.274 0.695 -0.661 0.345 0.424 -2.951 0.0

1973 -0.458 0.702 0.455 -0.356 -0.687 -0.214 1.276 -1.374 -1.674 -0.115 0.296 -0.926 -1.61974 0.295 -0.999 -0.333 0.279 -1.601 -1.142 0.016 0.506 0.632 1.514 -1.787 1.347 -0.21975 -1.803 0.530 -1.324 -0.795 0.554 -0.531 -0.012 0.264 -0.256 -2.566 -1.713 1.447 0.21976 -0.786 -0.689 0.652 -0.757 -1.295 -1.543 2.247 -0.605 0.422 -0.478 -1.210 2.347 0.3


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1977 -0.493 1.256 -1.179 -1.019 -1.437 -0.883 2.694 0.337 -0.796 0.571 -2.433 -0.499 0.31978 -1.870 0.374 -1.517 -1.198 0.113 -0.541 -0.434 -0.062 1.111 0.446 -0.320 -0.247 -1.81979 1.178 -0.466 -0.363 -0.092 0 .129 -1.303 1.226 0.202 0.584 1.080 -0.691 0.688 -0.31980 -0.702 1.456 1.793 0.134 0.526 -1.124 0.296 0.179 1.236 0.123 -1.467 -0.262 -0.91981 -1.870 0.263 0.001 -0.376 -0.102 0.876 1.093 -0.031 -1.268 -0.088 0.879 -1.837 0.71982 0.281 0.976 0.120 -1.097 0.830 -1.724 -0.067 1.425 0.424 0.451 0.401 -0.059 -0.8

1983 -0.480 0.502 -0.021 -0.055 -0.150 -0.103 -0.512 0.664 -0.049 0.596 -0.699 1.160 2.01984 -0.732 -1.785 0.760 -0.315 -0.658 -1.217 -1.485 -0.298 0.297 1.668 -2.015 -1.132 -1.31985 0.641 1.111 -0.244 0.089 0.326 1.625 -0.338 -0.899 1.986 0.081 0.023 1.289 0.21986 0.347 -0.989 0.089 2.219 0.054 -0.389 -1.909 0.097 0.736 -0.929 0.227 -0.957 -1.41987 1.693 0.770 -1.879 2.647 1.121 -0.464 0 .257 0.973 0.804 -0.502 -0.003 -0.105 0.01988 0.581 0.706 2.032 0.957 -1.228 -1.252 0.536 1.705 1.419 0.036 -0.079 -1.098 -0.71989 -1.008 -2.395 -1.708 0.273 0.540 -0.285 0.075 0.696 -0.577 -0.610 0.103 0.069 1.21990 -1.690 -0.507 -1.119 -0.878 0.432 1.495 -0.409 -1.077 -0.357 -0.683 0.545 1.909 -0.11991 1.659 -2.059 0.427 -0.243 -0.660 0.004 0.586 0.966 0.475 2.124 -0.589 0.059 -0.51992 0.274 -1.221 -0.485 1.457 -0.257 0 .073 -0.909 -0.614 0.718 0.931 1.089 0.514 -0.41993 0.126 -0.506 -0.114 -1.187 -0.184 0.118 -1.383 -0.648 0.847 0.793 -0.961 -1.590 -1.11994 -0.171 0.563 0.623 1.709 -0.012 -0.436 -0.409 0.303 0.526 -0.057 0.130 -0.316 -0.81995 -0.684 -0.638 0.732 -0.896 0.664 0.312 0.865 -0.283 -1.347 0.612 0.367 -0.301 0.81996 -0.275 1.768 -1.688 -0.823 -0.557 1.379 -0.614 -0.631 -1.487 -1.743 1.829 0.363 -0.21997 0.590 -1.010 -0.084 -0.565 -0.123 2.187 -0.942 1.609 -0.762 -0.269 0.086 -0.528 0.4

1998 -0.041 -0.233 -1.002 3.301 1.899 0.911 0.640 0.840 -0.938 1.823 0.033 -0.630 0.41999 -0.8 -0.94186 1.26986 -0.5511 -1.2077 -0.7842 -0.6969 1.506 -0.0595 -0.4934 -1.69092 1.861273 -0.787722000 2.4 1.269648 -0.0784 1.9498 -0.7626 -1.0903 1.1448 -0.4843 -0.4166 0.59158 -0.13347 0.556885 -0.167272001 0.5 -0.66893 -0.559 0.7719 -0.8665 1.3832 -0.1504 -0.3424 2.01542 -1.795 -1.49226 0.638436 -0.223032002 0.5 -0.27482 0.35822 0.7041 -0.0614 -1.115 0.1544 -0.9147 1.0831 -0.1212 1.04056 -1.8191 0.787852003 -0.5 0.037084 -1.3544 -0.1198 0.2551 -0.2494 -0.2867 1.9537 -1.0753 0.31864 -0.34879 -0.02552 -0.815542004 -1.7 0.056935 -1.4094 -1.3044 -0.0432 -0.9396 0.3779 0.859 -1.1238 2.02777 -0.08745 -2.21073 1.2638972005 -0.8 -1.18283 0.7054 -1.2706 -0.806 1.3457 -1.0016 0.4062 1.04784 -1.0379 -0.57234 0.300836 -0.987552006 -0.8 0.316258 1.93135 0.1601 0.4726 0.4334 -0.1228 0.544 -2.1417 -1.8803 -0.62767 1.163293 -0.178042007 -0.2 -0.63576 1.0214 -0.1547 0.8248 0.2034 1.0301 -1.798 0.08906 -0.2557 0.35579 0.351924 -0.761632008 0.5 0.874766 0.08921 -1.071 -1.9709 1.153 0.9561 -0.4154 -0.6348 0.94972 -1.77413 -1.05383 -1.36851MA. 1.693 1.456 2.032 2.647 1.184 1.625 2.694 2.364 1.986 2.124 2.094 2.974MED. -0.9 -0.105 -0.0 0.05 -0.16 -0.16 0.081 0.196 0.14 0.18 -0.8 0.06MIN. -1.870 -2.395 -1.879 -1.198 -1.601 -1.724 -1.909 -1.374 -1.674 -2.566 -2.433 -2.951

D.EST 0.965 1.057 1.014 1.043 0.825 0.866 1.050 0.846 0.965 0.970 1.035 1.320 ,aora!"%& #ro#"a

EDIAS MENSUALES GENERADAS / - CUENCA INTEGRALPERIODO: 1969 - 008

ATAM!T@: %ATDTG& :@EDDA : %@DTG& :

D?TDT@ : A%TDTG& M!&DA :

'"!"&$) d R*r)"%& M+,$"#,: 1 0.4764 0.35694 0.62808S 7.4862 R 0.98156

Mod,o Ma$$"!o: Ht 1 2IHt-1 3IP!t FI?I1 - 20.5

A?o E&. 7. Mar. Ar. Ma. @u&. @u,. A*o. S$. O!$. No(. D"!. To$.Pro. .0 8.6 10.0 6.4 1. 1.4 9.1 8.0 .4 9. 5. 8.0 81.8

1969 40.5 181.5 28.7 8.1 0.8 1.8 1.5 0.7 0.7 7.7 6.8 32.1 311.01970 78.9 164.1 63.1 2.8 1.4 1.9 1.0 4.4 8.8 3.5 2.8 16.0 348.61971 63.4 198.3 37.2 8.4 1.1 -0.2 3.4 0.5 0.1 3.3 3.1 35.9 354.51972 167.8 229.3 113.5 1.5 3.4 3.9 0.8 2.4 2.3 9.6 7.6 5.6 547.41973 121.5 274.1 74.5 21.0 0.4 1.9 1.9 -0.9 8.3 0.9 11.1 19.6 534.41974 139.2 327.1 73.3 29.7 0.0 0.0 1.7 27.2 13.1 2.8 1.8 21.9 637.91975 68.8 301.4 84.8 1.1 1.9 1.8 3.4 1.1 0.3 -0.8 -1.1 53.2 516.01976 87.9 237.1 74.0 1.5 -0.7 -1.0 4.5 0.0 43.9 2.3 -0.1 10.2 459.71977 12.7 269.6 52.9 0.3 2.0 2.5 3.3 3.5 0.4 3.3 30.9 2.8 384.31978 83.6 152.0 14.6 0.3 0.8 0.1 2.2 2.3 1.6 5.4 21.5 35.7 320.31979 18.3 143.0 26.1 4.3 2.2 1.4 2.9 1.0 1.5 2.1 1.8 17.2 221.81980 23.0 87.3 73.8 1.4 2.5 2.0 2.2 3.0 3.7 32.3 7.2 4.9 243.2


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1981 77.5 207.7 19.3 22.1 1.9 3.1 4.4 16.8 1.6 3.3 20.6 42.4 420.61982 50.6 181.9 31.2 0.0 4.2 -0.7 3.4 3.0 3.4 22.7 10.0 2.0 311.81983 5.2 115.9 3.0 0.5 2.4 2.8 2.4 2.3 0.9 1.5 0.0 1.8 138.91984 46.8 89.1 35.1 3.5 0.7 0.7 0.5 0.2 1.7 3.6 0.8 11.9 194.61985 59.4 118.9 40.0 5.1 1.5 3.5 1.6 -0.4 3.9 2.6 3.8 17.2 257.2

1986 45.5 159.1 46.5 13.5 0.5 3.0 -0.6 0.8 2.9 -0.5 1.6 29.5 301.91987 116.9 115.2 47.9 3.2 1.7 0.2 1.2 1.9 3.8 4.3 4.2 0.4 300.91988 111.8 131.2 33.8 23.9 -0.3 2.2 1.1 3.7 2.4 1.5 5.2 22.3 338.71989 144.2 242.4 104.9 21.1 1.0 0.7 1.1 3.8 9.8 11.9 17.0 50.4 608.41990 82.6 275.7 48.5 6.0 1.5 3.2 1.4 -0.4 2.4 2.9 5.8 22.4 451.81991 71.5 214.1 46.5 5.9 0.4 1.7 2.4 1.6 2.9 5.3 4.1 18.8 375.21992 75.7 193.9 51.0 8.7 0.7 1.7 0.8 0.1 3.7 4.8 6.7 21.9 369.91993 112.1 225.0 79.7 12.6 0.5 1.3 -0.1 1.0 7.3 8.8 10.1 34.3 492.71994 78.6 235.6 50.4 8.6 1.0 2.3 1.4 1.0 1.8 0.4 4.4 19.6 405.31995 80.6 168.7 26.5 0.3 3.0 3.7 4.3 1.7 0.6 1.3 3.3 6.4 300.51996 68.5 247.5 47.5 38.5 2.9 4.5 1.4 1.9 0.3 1.8 7.2 20.9 442.91997 92.6 249.0 35.9 2.0 0.4 5.7 2.1 21.0 9.6 0.2 14.9 17.1 450.61998 107.2 183.5 34.4 4.5 5.4 4.4 4.1 4.3 2.5 3.1 0.6 60.9 414.7

1999 82.8 276.5 76.3 19.9 0.4 2.6 1.1 2.1 7.0 16.7 -1.2 40.2 524.42000 136.7 306.0 95.2 8.3 0.3 -0.6 3.0 0.0 0.6 5.0 2.6 27.5 584.72001 152.1 303.9 86.5 14.8 1.7 4.2 1.0 1.5 2.6 11.3 1.9 8.5 590.02002 51.5 285.9 66.2 10.7 1.5 0.9 17.3 -0.4 2.5 21.0 19.7 23.1 499.92003 45.8 220.2 109.4 2.4 0.8 3.2 1.8 2.7 -0.3 1.9 1.9 33.5 423.22004 43.2 238.7 32.5 4.0 2.9 -0.4 2.3 1.3 1.4 2.8 4.0 10.5 343.32005 58.9 156.7 16.7 1.4 2.6 4.8 0.9 1.7 8.1 -0.5 0.0 63.8 315.12006 99.0 199.0 92.9 8.4 3.9 3.9 3.3 1.1 0.1 14.6 38.0 15.9 480.02007 47.7 218.3 104.2 2.8 2.8 3.6 3.2 1.6 0.7 0.5 1.4 15.7 402.52008 95.3 242.8 19.6 0.7 1.2 1.9 4.4 2.0 2.8 3.3 -1.3 9.1 381.9MA. 167.8 327.1 113.5 38.5 5.4 5.7 17.3 27.2 43.9 32.3 38.0 63.8 637.9MED. 8. 09. 55.0 8. 1.6 .1 .5 .1 4. 5. .0 .6 400.0MIN. 5.2 87.3 3.0 0.0 -0.7 -1.0 -0.6 -0.9 -0.3 -0.8 -1.3 0.4 138.9

D.EST 38.6 62.5 29.2 9.1 1.3 1.7 2.7 5.6 7.2 7.1 8.8 16.0 117.1 ,aora!"%& #ro#"a

CUADRO N° 6.10: DESCARGAS MEDIAS MENSUALES GENERADAS F)/ - CUENCA INTEGRALPERIODO: 1969 - 1999

ATAM!T@: %ATDTG& :@EDDA : %@DTG& :

D?TDT@ : A%TDTG& M!&DA :

Area 698.4 +m2

A?o E&. 7. Mar. Ar. Ma. @u&. @u,. A*o. S$. O!$. No(. D"!. Pro.

0 8 1 0 1 0 1 1 0 1 0 1 F)/1969 10.90 52.41 7.49 2.18 0.22 0.47 0.39 0.19 0.18 2.02 1.84 8.38 7.2221970 21.26 47.37 16.45 0.74 0.37 0.51 0.26 1.16 2.38 0.91 0.75 4.16 8.0271971 17.08 57.25 9.71 2.27 0.28 -0.05 0.89 0.13 0.02 0.86 0.84 9.35 8.2201972 45.21 66.20 29.59 0.39 0.88 1.05 0.20 0.62 0.61 2.49 2.06 1.45 12.5611973 32.74 79.13 19.44 5.65 0.11 0.51 0.50 -0.22 2.24 0.24 3.00 5.10 12.3701974 37.51 94.42 19.12 8.01 0.01 0.00 0.44 7.10 3.53 0.72 0.48 5.71 14.7551975 18.54 87.00 22.11 0.30 0.50 0.47 0.89 0.28 0.09 -0.20 -0.29 13.87 11.9651976 23.70 68.44 19.29 0.41 -0.19 -0.28 1.18 0.00 11.84 0.60 -0.02 2.66 10.6371977 3.43 77.83 13.80 0.09 0.51 0.68 0.87 0.92 0.10 0.87 8.33 0.73 9.0121978 22.53 43.89 3.82 0.09 0.22 0.03 0.57 0.60 0.43 1.41 5.79 9.31 7.3901979 4.93 41.29 6.81 1.15 0.57 0.36 0.76 0.26 0.41 0.56 0.48 4.48 5.1721980 6.19 25.20 19.24 0.37 0.66 0.55 0.56 0.79 1.01 8.43 1.93 1.27 5.5151981 20.88 59.95 5.04 5.95 0.49 0.83 1.15 4.37 0.44 0.85 5.55 11.07 9.7141982 13.63 52.53 8.15 0.00 1.10 -0.19 0.88 0.78 0.92 5.93 2.69 0.53 7.245

1983 1.41 33.47 0.79 0.15 0.62 0.74 0.63 0.61 0.25 0.38 0.00 0.48 3.2951984 12.61 25.73 9.15 0.96 0.18 0.18 0.14 0.05 0.46 0.93 0.22 3.10 4.4761985 16.02 34.32 10.44 1.37 0.39 0.95 0.41 -0.10 1.06 0.67 1.01 4.49 5.9201986 12.26 45.93 12.12 3.65 0.14 0.82 -0.17 0.22 0.79 -0.12 0.44 7.68 6.979


10/29

1987 31.48 33.27 12.48 0.85 0.45 0.05 0.31 0.50 1.03 1.12 1.13 0.11 6.8991988 30.13 37.88 8.82 6.43 -0.07 0.58 0.28 0.97 0.64 0.38 1.41 5.81 7.7711989 38.85 69.97 27.35 5.69 0.27 0.19 0.29 1.00 2.64 3.11 4.59 13.15 13.9241990 22.25 79.58 12.63 1.61 0.39 0.86 0.36 -0.11 0.66 0.75 1.56 5.84 10.5311991 19.27 61.81 12.13 1.58 0.11 0.47 0.62 0.41 0.78 1.37 1.10 4.89 8.7131992 20.40 55.97 13.31 2.36 0.19 0.47 0.21 0.03 1.00 1.24 1.81 5.71 8.559

1993 30.19 64.96 20.78 3.41 0.12 0.36 -0.01 0.26 1.97 2.28 2.71 8.96 11.3331994 21.19 68.02 13.15 2.32 0.27 0.62 0.36 0.25 0.49 0.11 1.20 5.12 9.4241995 21.73 48.69 6.92 0.09 0.79 1.01 1.12 0.44 0.15 0.35 0.89 1.67 6.9871996 18.45 71.46 12.39 10.36 0.75 1.20 0.37 0.50 0.09 0.48 1.93 5.44 10.2861997 24.96 71.90 9.36 0.55 0.11 1.52 0.55 5.46 2.58 0.05 4.03 4.47 10.4611998 28.88 52.97 8.96 1.20 1.40 1.17 1.06 1.12 0.67 0.82 0.15 15.89 9.5251999 22.30 79.82 19.90 5.36 0.10 0.71 0.28 0.54 1.89 4.35 -0.32 10.49 12.1192000 36.84 88.35 24.83 2.24 0.07 -0.15 0.77 0.01 0.15 1.31 0.70 7.18 13.5252001 40.97 87.74 22.54 4.00 0.45 1.13 0.25 0.39 0.70 2.96 0.52 2.21 13.6542002 13.88 82.54 17.25 2.89 0.40 0.23 4.51 -0.10 0.68 5.48 5.30 6.03 11.5912003 12.34 63.56 28.52 0.65 0.21 0.86 0.47 0.69 -0.08 0.50 0.51 8.73 9.7472004 11.65 68.91 8.46 1.07 0.77 -0.11 0.60 0.35 0.38 0.73 1.09 2.75 8.0542005 15.88 45.23 4.36 0.37 0.68 1.29 0.24 0.44 2.18 -0.13 -0.01 16.65 7.2642006 26.68 57.45 24.24 2.25 1.02 1.04 0.86 0.28 0.02 3.80 10.23 4.15 11.0022007 12.85 63.01 27.17 0.76 0.74 0.98 0.84 0.42 0.19 0.14 0.38 4.08 9.296

2008 25.68 70.11 5.11 0.19 0.31 0.51 1.15 0.52 0.75 0.87 -0.34 2.37 8.935MA. 45.21 94.42 29.59 10.36 1.40 1.52 4.51 7.10 11.84 8.43 10.23 16.65 14.76MED. 1.19 60.89 14.0 .49 0.414 0.566 0.651 0.80 1.15 1.490 1.89 5.889 9.5MIN. 1.412 25.196 0.790 -0.003 -0.186 -0.277 -0.169 -0.224 -0.082 -0.196 -0.341 0.113 3.295

D.EST 10.404 18.035 7.602 2.451 0.337 0.450 0.709 1.472 1.937 1.841 2.361 4.179 2.699 ,aora!"%& #ro#"a


11/29

PRECIPITACION MEDIA AREAL EN CUENCA INTEGRAL MOLLEBAMBA&!PATAM!T@:

P@EDDA :&D?TDT@ :

& A*# !ne. un. >ul. A/#. ?et. @ct. #". &ic. T#t.1969 128.8 144.5 111.3 56.9 5.1 7.1 3.3 12.2 35.1 59.2 53.6 110.9 728.01970 184.8 160.8 179.2 33.6 22.4 5.9 6.9 4.8 56.6 47.5 42.6 79.6 824.71971 168.6 196.0 125.1 60.2 3.0 11.8 0.1 14.8 12.4 36.3 10.4 125.6 764.31972 337.9 246.5 265.5 36.3 4.2 1.1 17.5 6.3 40.0 62.6 56.3 60.6 1134.71973 278.1 204.6 197.6 93.7 9.4 4.5 15.0 21.6 65.0 28.6 67.3 91.8 1077.21974 298.4 307.6 196.8 111.6 6.3 29.3 6.3 105.7 71.8 29.9 43.0 91.8 1298.51975 177.0 195.8 219.2 34.6 31.1 3.8 0.0 12.5 23.6 34.2 23.8 156.1 911.61976 189.7 159.8 196.2 36.8 14.3 16.0 4.0 23.7 140.2 2.0 9.1 58.4 850.11977 63.7 250.9 160.8 31.2 0.0 0.0 14.4 0.8 29.6 39.1 119.9 41.8 752.11978 216.3 77.1 81.4 32.3 12.8 13.8 2.5 3.5 19.0 48.4 94.9 125.2 727.21979 46.3 111.0 105.3 46.3 4.6 2.3 6.4 25.7 10.8 28.2 37.8 82.0 506.91980 84.8 54.5 193.7 30.2 4.9 0.8 5.5 1.7 37.8 117.4 60.9 49.1 641.3

1981 204.0 279.0 88.9 96.3 5.0 4.2 0.3 82.9 39.9 42.1 89.8 141.9 1074.31982 123.5 114.4 115.1 28.9 0.2 28.5 0.0 32.2 40.1 95.9 63.6 35.8 678.31983 48.7 45.1 40.4 14.7 2.7 1.7 1.6 6.5 10.5 11.4 13.2 24.3 220.81984 146.8 136.0 121.8 44.2 8.1 5.1 4.7 19.5 31.5 34.3 39.7 73.3 665.21985 161.5 149.6 134.0 48.6 9.0 5.6 5.2 21.4 34.7 37.8 43.7 80.7 731.71986 131.3 187.1 146.0 68.4 18.5 0.0 8.3 25.4 36.2 17.5 31.6 113.7 783.91987 251.6 54.7 152.5 20.8 22.8 13.7 11.2 10.8 1.3 47.9 45.6 22.3 655.21988 262.7 97.6 116.5 97.3 28.0 0.0 16.4 4.9 27.0 31.6 49.8 98.4 830.21989 307.4 284.7 255.0 92.5 17.1 10.6 9.9 40.8 66.0 71.9 83.2 153.5 1392.61990 183.4 169.9 152.1 55.2 10.2 6.3 5.9 24.3 39.4 42.9 49.6 91.6 830.91991 175.2 162.2 145.3 52.7 9.7 6.1 5.6 23.2 37.6 41.0 47.4 87.5 793.41992 187.8 174.0 155.8 56.5 10.4 6.5 6.0 24.9 40.3 43.9 50.8 93.8 850.91993 250.6 232.1 207.8 75.4 13.9 8.7 8.0 33.3 53.8 58.6 67.8 125.1 1135.11994 183.9 170.3 152.5 55.3 10.2 2.2 5.9 24.4 30.3 20.8 46.0 90.4 792.2

1995 198.0 101.2 103.7 30.2 3.5 0.0 0.0 4.9 34.5 25.0 40.0 54.6 595.71996 183.8 309.5 151.4 131.9 0.0 1.1 4.6 38.3 34.4 43.0 49.8 91.8 1039.51997 216.4 229.4 125.2 38.5 21.6 0.0 1.1 88.9 65.8 17.6 78.1 85.0 967.51998 245.4 97.3 124.1 9.7 0.0 0.0 0.0 0.0 0.0 30.5 15.3 174.7 696.91999 175.0 294.1 199.3 91.7 6.7 0.0 5.9 15.5 55.8 83.8 15.5 130.0 1073.32000 277.9 273.9 235.3 53.4 10.2 15.5 5.9 22.1 10.3 46.4 38.9 106.3 1096.02001 315.0 236.3 220.7 76.0 38.4 1.9 29.2 34.2 21.8 73.6 42.2 58.4 1147.62002 148.9 200.2 182.4 65.0 6.5 5.0 83.7 16.3 31.4 93.2 87.2 101.8 1021.82003 129.4 136.7 262.2 38.1 15.5 0.0 4.4 24.1 26.0 32.6 36.5 120.2 825.72004 119.0 221.7 121.0 49.8 1.2 15.4 34.7 17.6 38.1 25.3 45.3 72.5 761.62005 164.3 124.0 80.8 38.7 0.0 0.0 5.1 8.4 55.6 22.1 15.4 178.4 692.72006 202.9 219.3 227.7 59.5 0.0 0.0 0.0 15.8 4.0 82.2 130.5 77.6 1019.42007 137.7 148.3 249.0 40.4 5.0 0.0 4.2 0.0 23.1 11.9 28.6 79.1 727.22008 224.5 240.5 89.5 34.1 0.8 12.8 0.0 3.2 0.0 37.0 16.1 65.3 723.8

MAJ. 337.9 309.5 265.5 131.9 38.4 29.3 83.7 105.7 140.2 117.4 130.5 178.4 1392.6M!&. 188.3 180.0 159.7 54.2 9.8 6.2 8.7 22.4 35.8 43.9 49.5 92.5 851.0MD. 46.3 45.1 40.4 9.7 0.0 0.0 0.0 0.0 0.0 2.0 9.1 22.3 220.8

&.!?T 70.6 72.1 56.2 27.3 9.2 7.3 14.2 23.1 25.2 25.1 28.2 37.6 223.9

ATORIOS ENTRE 0 1 CON DISTRIBUCION UNI7ORMEPERIODO: 19 - 1999

A?o E&. 7. Mar. Ar. Ma. @u&. @u,. A*o. S$. O!$. No(. D"!. To$.1969 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1970 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1971 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1972 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK

1973 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1974 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1975 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1976 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK


12/29

1977 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1978 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1979 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1980 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1981 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1982 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK

1983 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1984 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1985 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1986 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1987 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1988 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1989 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1990 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1991 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1992 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1993 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1994 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1995 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1996 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1997 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK

1998 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK1999 KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK

KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKKKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKKKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKKKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKKKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKKKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKKKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKKKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKKKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK

MA. KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKKMED. MIN. KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK KKK

D.EST K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L K&DE)0L


13/29

S$. O!$. No(. D"!. E&. 7. Mar. Ar. Ma. @u&. @u,. A*o.

69-70 0.18 2.02 1.84 8.38 21.26 47.37 16.45 0.74 0.37 0.51 0.26 1.162.38 0.91 0.75 4.16 17.08 57.25 9.71 2.27 0.28 -0.05 0.89 0.130.02 0.86 0.84 9.35 45.21 66.20 29.59 0.39 0.88 1.05 0.20 0.620.61 2.49 2.06 1.45 32.74 79.13 19.44 5.65 0.11 0.51 0.50 -0.222.24 0.24 3.00 5.10 37.51 94.42 19.12 8.01 0.01 0.00 0.44 7.103.53 0.72 0.48 5.71 18.54 87.00 22.11 0.30 0.50 0.47 0.89 0.280.09 -0.20 -0.29 13.87 23.70 68.44 19.29 0.41 -0.19 -0.28 1.18 0.0011.84 0.60 -0.02 2.66 3.43 77.83 13.80 0.09 0.51 0.68 0.87 0.920.10 0.87 8.33 0.73 22.53 43.89 3.82 0.09 0.22 0.03 0.57 0.600.43 1.41 5.79 9.31 4.93 41.29 6.81 1.15 0.57 0.36 0.76 0.260.41 0.56 0.48 4.48 6.19 25.20 19.24 0.37 0.66 0.55 0.56 0.791.01 8.43 1.93 1.27 20.88 59.95 5.04 5.95 0.49 0.83 1.15 4.370.44 0.85 5.55 11.07 13.63 52.53 8.15 0.00 1.10 -0.19 0.88 0.780.92 5.93 2.69 0.53 1.41 33.47 0.79 0.15 0.62 0.74 0.63 0.61

0.25 0.38 0.00 0.48 12.61 25.73 9.15 0.96 0.18 0.18 0.14 0.050.46 0.93 0.22 3.10 16.02 34.32 10.44 1.37 0.39 0.95 0.41 -0.101.06 0.67 1.01 4.49 12.26 45.93 12.12 3.65 0.14 0.82 -0.17 0.220.79 -0.12 0.44 7.68 31.48 33.27 12.48 0.85 0.45 0.05 0.31 0.50


14/29

1.03 1.12 1.13 0.11 30.13 37.88 8.82 6.43 -0.07 0.58 0.28 0.970.64 0.38 1.41 5.81 38.85 69.97 27.35 5.69 0.27 0.19 0.29 1.002.64 3.11 4.59 13.15 22.25 79.58 12.63 1.61 0.39 0.86 0.36 -0.110.66 0.75 1.56 5.84 19.27 61.81 12.13 1.58 0.11 0.47 0.62 0.410.78 1.37 1.10 4.89 20.40 55.97 13.31 2.36 0.19 0.47 0.21 0.031.00 1.24 1.81 5.71 30.19 64.96 20.78 3.41 0.12 0.36 -0.01 0.26

1.97 2.28 2.71 8.96 21.19 68.02 13.15 2.32 0.27 0.62 0.36 0.250.49 0.11 1.20 5.12 21.73 48.69 6.92 0.09 0.79 1.01 1.12 0.440.15 0.35 0.89 1.67 18.45 71.46 12.39 10.36 0.75 1.20 0.37 0.500.09 0.48 1.93 5.44 24.96 71.90 9.36 0.55 0.11 1.52 0.55 5.462.58 0.05 4.03 4.47 28.88 52.97 8.96 1.20 1.40 1.17 1.06 1.120.67 0.82 0.15 15.89 22.30 79.82 19.90 5.36 0.10 0.71 0.28 0.541.89 4.35 -0.32 10.49 36.84 88.35 24.83 2.24 0.07 -0.15 0.77 0.010.15 1.31 0.70 7.18 40.97 87.74 22.54 4.00 0.45 1.13 0.25 0.390.70 2.96 0.52 2.21 13.88 82.54 17.25 2.89 0.40 0.23 4.51 -0.100.68 5.48 5.30 6.03 12.34 63.56 28.52 0.65 0.21 0.86 0.47 0.69-0.08 0.50 0.51 8.73 11.65 68.91 8.46 1.07 0.77 -0.11 0.60 0.350.38 0.73 1.09 2.75 15.88 45.23 4.36 0.37 0.68 1.29 0.24 0.442.18 -0.13 -0.01 16.65 26.68 57.45 24.24 2.25 1.02 1.04 0.86 0.280.02 3.80 10.23 4.15 12.85 63.01 27.17 0.76 0.74 0.98 0.84 0.42

2007-08 0.19 0.14 0.38 4.08 25.68 70.11 5.11 0.19 0.31 0.51 1.15 0.52


15/29

0.45


16/29


17/29


18/29


19/29

GENERACION DE DESCARGAS EN CUENCA TOTAL MOLLEBAMBA

METODO PROPUESTO POR LA MISION TECNICA ALEMANA - 1980

Cuadro N° 6.1: Pr!"#"$a!"%& E'!$"(a)*+& , Burao o' R!,aa$"o&

P P. E'!$"(a: PE / Cur(a I Cur(a II Cur(a III

0.0 0.0 0.0 0.0

10.0 0.0 1.0 2.0

20.0 0.0 2.0 4.030.0 0.0 3.0 6.0

40.0 0.5 4.0 8.050.0 1.0 6.0 11.0

60.0 1.5 8.0 14.0

70.0 3.0 10.0 18.080.0 4.0 14.0 24.0

90.0 5.5 18.0 30.0100.0 8.0 23.0 39.0110.0 11.0 29.0 48.0

120.0 15.0 36.0 58.0

130.0 19.0 43.0 68.0140.0 24.0 52.0 78.0

150.0 30.0 60.0 88.0160.0 37.0 69.0 98.0

170.0 45.0 79.0 108.0180.0 55.0 89.0 118.0

Cuadro N° 6.: C,!u,o d, Co'"!"&$ d E)!orr&$2a

M3$odo d ,a M")"%& A,a&a M3$odo d L - Tur!

Precipitación Media Anual: P 850.9 mm Temperatura Media Anual: T!"ap#ración T#tal Anual: !TP 1222 mm #e$iciente de Temperatura: %

&'$icit de !(currimient#: &Co'"!"&$ d E)!orr&$2a: C 0.8 Co'"!"&$ d E)!orr&$2a: C

Cuadro N° 6.4: Co'"!"Cuadro N° 6.: Cara!$r2)$"!a) G&ra,) d ,a M"!ro!u&!a C,!u,o - Pr!"#"$a!"%&

Area de la cuenca: A 698.4 +m2 Co'. Cur(a I

Altitud Media de la Micr#cuenca: , 3500 m(nm -0.018

Pendiente Media de la Micr#cuenca 0.95 m)m -0.0185

Precipitación Media Anual: P 850.9 mm 0.001105

!"ap#ración T#tal Anual: !TP 1222 mm -1.20E-05Temperatura Media Anual: T 8.7 ° 1.44E-07

&'$icit de !(currimient#: & 469.1 mm)a*# -2.85E-10

#e$iciente de !(c#rrenta: 0.45 0.15

a0

a1

a

a

a4

a5

0.0 20.0 40.0 60.0 80.0

0.0

20.0

40.0

60.0

80.0

100.0

120.0

140.0

7"*ura 6.1: Por!"%& d Pr!"#"$a!"%& E'!$"(

Cur(a I

Pr!"#"$a!"%& M

P r ! " # " $ a ! " % &

E ' ! $ " ( a . -

- /


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#e$iciente de A/#tamient#: a 0.0135 !l ran/# de aplicación d

elación de audale( 30 da(: # 0.667 c#e$iciente( de la ecuaci Area de la/una( acu$er#( 5 +m2 P#linómica de la P! e(ta(t# Men(ual de etención: 80.0 mm)a*# c#mprendida para 0 ; P

CUADRO N° 6.5: GENERACION DE CAUDALES MEDIOS MENSUALES PARA EL AO PROMEDIO

PRECIPITACION MENSUAL CONTRIBUCION DE LA RETENCION

N° P E'!$"(a Ga)$o Aa)$!""&$o

MES d2a) d, To$a, PE II PE III PE " G" a" A"

) mm)me( mm)me( mm)me( mm)me( mm)me( mm)me(

1 2 3 4 5 6 7 8 9 10

!ner# 30 190.7 104.1 93.0 89.8 0.400 32.0

uni# 30 4.6 0.6 1.2 1.3 0.297 12.6

>uli# 31 3.8 0.5 1.0 1.1 0.198 8.4

A/#(t# 31 13.5 1.5 3.1 3.6 0.132 5.6?etiem. 30 22.4 2.3 4.7 5.4 0.088 3.7@cture 31 41.3 4.5 8.4 9.6 0.059 2.5

#"iem. 30 50.6 6.0 10.9 12.4 0.050 4.0

&iciem. 31 98.4 23.4 38.6 43.0 0.350 28.0

AO 850.9 4.9 .0 81.8 1.886 80.0 1.000 80.0

#e$iciente( 0.45 -0.292 1.292 1.000

7u&$: E,aora!"%& #ro#"a

CUADRO N° 6.6: CALCULO DE LOS COE7ICIENTES DE CORRELACION PARA EL AO PROMEDIO

;$ ;$-1 PE57.8 15.0 89.8

83.6 57.8 99.6 R)u,$ado d ,a r*r)"%&101.5 83.6 101.5

39.3 101.5 11.0 e(umen

22.3 39.3 3.4 e(umen13.9 22.3 1.3

9.5 13.9 1.1 dísticas de la regre

9.2 9.5 3.6 #e$icien 0.981569.2 9.2 5.4 #e$icien 0.96347

12.1 9.2 9.6 2 aBu( 0.955358.4 12.1 12.4 !rr#r tpi 7.48619

15.0 8.4 43.0 @(er"a 127u&$: E,aora!"%& #ro#"a

AC%D?D? &! EADAFAGrados de lib de cuad de los c F

e/re(ió 2 13303 6651.41 118.68386877e(idu#( 9 504.388 56.0431T#tal 11 13807

Coeficiente rror típic stadístico Probabilidad

Dntercepc 0.4764 3.09964 0.1537 0.8812404984


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8.7 °

550.4

469.1 mm)a*#

0.45

Cuencas con agotamiento rápido.etención entre 50 80 mm)a*# "e/etación p#c# de(arr#llada puna:&$) d

E'!$"(a

Cur(a II Cur(a III

-0.021 -0.028

0.1358 0.2756

-0.002296 -0.004103

4.35E-05 5.53E-05-8.90E-08 1.24E-07

-8.79E-11 -1.42E-09

0.30 0.45

En estecaso II III

100.0 120.0 140.0 160.0 180.0

S*+& Burao O' R!,a-a$"o&

ur(a II Cur(a III

)ua, -- /

D= P 1

(0. 9+ P2

L2 )(

1

2) (4 )

L=300+25 (T )+0.05(T )3 (4 a )

C = P− D P

(3)

a =−0.00252 ( LnAR)+0.030 (12.2 )


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l#(

ón

; 250 mm

CAUDALES

GENERADOS Auli# 3.8 2.89.2 2.39 A/#(t# 13.5 0.39.2 2.47 ?etiem. 22.4 0.1

12.1 3.15 @cture 41.3 4.38.4 2.26 #"iem. 50.6 8.1

15.0 3.92 &iciem. 98.4 36.5

81.5

81.8 8.58

Cuenca Caudal proSET OCT NOV DICP! mm 3.7 6.8 9.3 36.0%! mm 7.4 9.3 5.3 8.0

2.0 2.4 1.4 2.1

Ha"enida(He(tiaBe

alor crítico de F

3.4038!-007

Inferior 95% Superior 95%Inferior 95!% uperior 95!%

-6.53547378 7.48827887 -6.53547378 7.48827887

audal m3)(


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0.201041621 0.51284056 0.20104162 0.512840560.503876073 0.7522916 0.50387607 0.7522916


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r&$"a =")$or"!a a&ua, /

medio mensual en Mollebamba NUALENE FEB MAR ABR MA !UN !UL A"O105.0 103.6 103.0 8.1 2.3 0.8 0.7 2.4 381.873.0 87.6 103.0 36.4 21.2 13.4 9.1 8.0 381.8

19.7 25.3 26.9 9.8 5.5 3.6 2.4 2.1 8.6

18.54.0 4.648


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P#rci#n de la precipitación Apr#"e p#r la( Plant mm &'$icit# !(curri mmD DD DDD DE E ED EDD D DD DDD DE E ED EDD

25.4 25.4 22.9 20.4 17.9 15.4 12.9 10.4 0 2.5 5 7.5 10 12.5 15

50.8 49.5 44.5 38.1 28 17.9 15.4 10.4 1.3 6.3 12.7 22.8 32.9 35.4 40.476.2 72.4 63.5 49.5 30.5 20.4 15.4 10.4 3.8 12.7 26.7 45.7 55.8 60.8 65.8

101.6 92.7 76.2 54.6 33 20.4 15.4 10.4 8.9 25.4 47 68.6 81.2 86.2 91.2127 107.9 83.8 57.1 33 20.4 15.4 10.4 19.1 43.2 69.9 94 106.6 111.6 116.6

152.4 118.1 86.4 57.1 33 20.4 15.4 10.4 34.3 66 95.3 119.4 132 137 142177.8 120.6 86.4 57.1 33 20.4 15.4 10.4 57.2 91.4 120.7 144.8 157.4 162.4 167.4

0.15 0.3 0.45 0.6 0.75 0.9 1

25.4 50.8 76.2 101.6

0

20

40

60

80

100

120

140

160

180C#ar$


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127 152.4 177.8

Ti$le

Colu

mn I

Colu

mn J

Colu

mn K

Colu

mn L

Colu

mn M

Lut Scholtz

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