CALCULOS HIDROLOGIA BC2

8/17/2019 CALCULOS HIDROLOGIA BC2

1/57

COTA AREA (km²) %

4150 0.00 0 0.00 KM 2 =4100 3.57 3.57 2.384000 15.94 19.51 13.003900 16.43 35.94 23.953800 26.34 62.29 41.503700 9.41 71.69 47.773600 9.04 80.74 53.803500 11.02 91.76 61.143400 7.27 99.03 65.983300 8.80 107.83 71.85

3200 9.83 117.66 78.393100 7.15 124.80 83.163000 7.00 131.80 87.822900 5.69 137.49 91.612800 3.56 141.05 93.982700 3.62 144.67 96.392600 2.76 147.43 98.232500 1.92 149.35 99.512425 0.73 150.08 100.00

AREA 150.08

AREA SOBRELA CURVA


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0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.002425

2625

2825

3025

3225

3425

3625

3825

4025


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1000000


4/57

100.00

Column A


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0 5 10 15 20

RECUENC!A "E ALT!TU"ES

COTAS


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25 30


8/57

COTA

"ATOS ALT. #E"!A AREA TOTAL0 0.00 0.00 150.083.57157088 4150 4125.00 14732.73

15.93645793 4100 4050.00 64542.6516.43447481 4000 3950.00 64916.1826.34307098 3900 3850.00 101420.829.40851701 3800 3750.00 35281.949.04319077 3700 3650.00 33007.65

11.01838426 3600 3550.00 39115.267.27475545 3500 3450.00 25097.918.80090142 3400 3350.00 29483.02

9.82518031 3300 3250.00 31931.847.14747833 3200 3150.00 22514.566.99637806 3100 3050.00 21338.955.6867787 3000 2950.00 16776.00

3.56391172 2900 2850.00 10157.153.61551159 2800 2750.00 9942.662.75902366 2700 2650.00 7311.411.9228139 2600 2550.00 4903.18

0.73363878 2500 2450.00 1797.42

AREA ENTRE

CUERVAS

COTA

$RO#E"!O

=(∑▒ 〖 !( _ 〗!/_


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3559.86=


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A) AREA "E LA CUENCA

A = 150.08

B) $ER!#ETRO "E LA CUENCA

" = 62881.67

C) ANCO $RO#E"!O "E LA CUENCA

A = 150.08# = 22206.18

$ = 0.01

") ACTOR "E OR#A

$ = 0.01# = 22206.18

% = 0.00000030

REL!EVE "E CUENC

A) COE. "E #AS!V!"A"

& = 3559.86A = 150082038.56

Cm = 0.00002372

B) COE. OROGRA!CO

=⁄

%=⁄

Cm=⁄


11/57

12672615.75A = 150082038.56

Co = 0.0844379239

C) COE!C!ENTE "E CO#$AS!"A"

K' = 1.45

") $EN"!ENTE

$OR EL #ETO"O "EL RECTANGULO E&U!VALENTE

A= 150082038.56 K' = 1.45

# = 25571.79 # = 25.57

l= 5869.05 l = 5.87

ENTONCES LA $EN"!ENTE SER'

6.75

Cm 2= ⁄

2=

=( !)0.564*+(((√ 〖〗2 !). 〖0.564〗2 , !!)24

=0.282 ) √

=/

=


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& = 1725


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%AC#TA / N/N/A

ESTAC!ON WEBERBAWER "E$ARTA#ENTOALT!TU" 2536.00 $ROV!NC!ALAT!TU" 07 º 30´ S LONG!TU"

m AO 5 m*+. 10 m*+.1 1973 101.00 71.00

2 1974 73.00 58.00

3 1975 90.00 50.00

4 1976 68.00 63.00

5 1977 65.00 53.00

6 1978 26.00 24.00

7 1979 60.00 60.00

8 1980 73.02 61.00

9 1981 67.20 54.80

10 1982 88.29 75.15

11 1983 75.30 50.40

12 1984 112.80 71.80

13 1985 59.31 54.40

14 1986 84.60 65.40

15 1987 76.00 49.20

16 1988 70.40 52.80

17 1989 73.60 47.80

18 1990 111.60 75.00

19 1991 83.00 73.00

20 1992 56.00 39.00

21 1993 58.00 51.00

22 1994 91.49 64.18

23 1995 71.11 56.25

24 1996 81.30 60.21

25 1997 82.20 68.10

26 1998 92.00 66.34

27 1999 78.00 42.85


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%AC#TA / N/N/A

!. TRANS$OS!C!ON" E !NTENS!"A"ES (mm,-)

#!CRO CUENCA SAN #ARCOSALT!TU" (m./.+.m.) 2536.00

A* #* (m./.+.m.) 3559.86

m AO 5 m*+. 10 m*+.1 1973 141.78 99.662 1974 102.47 81.423 1975 126.34 70.194 1976

95.45 88.445 1977 91.24 74.406 1978 36.50 33.697 1979 84.22 84.228 1980 102.50 85.639 1981 94.33 76.92

10 1982 123.94 105.4911 1983 105.70 70.7512 1984 158.34 100.7913 1985 83.26 76.3614 1986 118.76 91.8015 1987 106.68 69.0616 1988 98.82 74.1217 1989 103.31 67.1018 1990 156.66 105.2819 1991 116.51 102.4720 1992 78.61 54.7521 1993 81.42 71.5922 1994 128.43 90.0923 1995 99.82 78.9624 1996 114.12 84.52

25 1997 115.39 95.5926 1998 129.14 93.1227 1999 109.49 60.15

$RO# 107.53 80.98"ESV.ESTA 25.19 16.63

2 1= ( !! 1(_ /


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%AC#TA / N/N/A

!!. SELECC!N "EL #O"ELO #ATE#AT!O11.1 $ARA EL #O"ELO #ATE#AT!CO "E GU#BEL

$RUEBA "E BON"A" "E AUSTE (S!#!RNOV OL#OGOROV)

( T : 5m*+ )

/STMACON / #OS "AAM/TOS"AA N = 27 (N° / ATOS!

"ON"E

107.53 1.28255S = 25.19 19.64

TABLA N;02 $RUEBA "E BON"A" "E AUSTE S#!RN

m * 5 m*+ $(


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%AC#TA / N/N/A

23 84.22 0.821 0.1824 83.26 0.857 0.1425 81.42 0.893 0.1126 78.61 0.929 0.07

27 36.50 0.964 0.04

0.096 =


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%AC#TA / N/N/A

20.00 40.00 60.00 80.00 100.00 120.00 140.00.00

0.20

0.40

0.60

0.80

1.00

1.20


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%AC#TA / N/N/A

$RUEBA "E BON"A" "E AUSTE (S!#!RNOV OL#OGO( T : 10m*+ )


"ON"E

80.98 1.28255S = 16.63 12.97


m * 10 m*+ $(


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%AC#TA / N/N/A

26 54.75 0.929 0.0727 33.69 0.964 0.04

0.110 =


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%AC#TA / N/N/A

30.00 40.00 50.00 60.00 70.00 80.00 90.0

0.00

0.20

0.40

0.60

0.80

1.00

1.20


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%AC#TA / N/N/A



"ON"E

42.18 1.28255S = 9.51 7.41


m * 30 m*+ $(


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%AC#TA / N/N/A

26 28.14 0.929 0.07127 26.67 0.964 0.036

0.152 =


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%AC#TA / N/N/A

25.00 30.00 35.00 40.00 45.00 50.000.000

0.200

0.400

0.600

0.800

1.000

1.200


25/57

%AC#TA / N/N/A



"ON"E

25.06 1.28255S = 6.27 4.89


m * 60 m*+ $(


26/57

%AC#TA / N/N/A

26 15.44 0.929 0.0727 14.04 0.964 0.04

0.094 =


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%AC#TA / N/N/A

10.00 15.00 20.00 25.00 30.000.00

0.20

0.40

0.60

0.80

1.00

1.20


28/57

%AC#TA / N/N/A



"ON"E

14.79 1.28255S = 4.49 3.50


m * 120 m*+ $(


29/57

%AC#TA / N/N/A

26 7.02 0.929 0.0727 6.23 0.964 0.04

0.091 =


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%AC#TA / N/N/A

5.00 10.00 15.00 20.000.00

0.20

0.40

0.60

0.80

1.00

1.20


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%AC#TA / N/N/A

CUA"RO "E RESU#EN

0.096 0.110 0.152

u:;' n?. 5 10 30

25 0.2727 @30 0.24

5 30.03

= 0.0180.258

@0 : 1.36,(N)0.5 : 0.258 ("AA N35 B N/#

/# CAO / /SM/N ANT/O "O/MOS / F/G

S! LOS @ mD @F ++/ / / / H/+ m Im?H< noI J:o;: 'on o?:o mo>lo

TABAL N;07 $ARA#ETROS $ARA #O"ELO "E GU#BE

$ARA#ETRO5m*+. 10m*+. 30m*+.#D. #D. #D.

$m* 107.53 80.98 42.18"/J. E/ 25.19 16.63 9.51

K 19.64 12.97 7.41 96.189 73.499 37.904

TABLA N;08 CALCULO $ARA LAS !NTENS!"A"ES $ARA UN T!E#$O "

TR : 50

5m*+. 10m*+. 30m*+. 60m*+.#D. #D. #D. #D.

172.83 124.10 66.83 41.32

L/$## (@' m; !

CALCULO "EL @0 CR!T!CO

@ =

,=" (ln(,ln(1,1 !!! ⁄%

5 0.03

=


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%AC#TA / N/N/A

T? N;09 GRA!CA !NTENS!"A" "URAC!ON T!E#$O "E RETOR

T!E#$O (#*+.) !++/*/ (mm)5 172.83

10 124.1030 66.8360 41.32120 26.43

0 20 40 60 80 1000.00

20.00

40.00

60.00

80.00

100.00

120.00

140.00

160.00

180.00

200.00

(! = 473.2616255099 -0.5944427659 = 0.9961385966


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%AC#TA / N/N/A

ECUAC!ON "E AUSTE "E LA CURVA

"ON"E EL T!E#$O M "E LA !NTENS!"A" SE T!ENE

"ON"E

Longitud del cauce principal (Km) = 22.21Pendiente del Cauce en el Punto emisor (S) = 0.067

T : 5.28

4.74

5.28317.01

4.74

ALLAN"O EL T (OR#ULA "E TE#E)

&=.'

.=〖_ 〗'

=

)_ (Po:;H! =

=

=)_ (m


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%AC#TA / N/N/A

USAN"O EL #ETO"O NAC!ONAL $ARA EL CALCULO "E CAU"AL $ARA

CUADRO PARA LA DETER!"AC!#" DE C

$AR!A%LE CARACTER!ST!CAS DE LA CUE"CARelieve Muy accidentado Accidentado Ondulado

del. S>30% 10%


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%AC#TA / N/N/A

VALOR "E C !NTER$OLAN"O $ARA #AMOR CERTEA EN EL CALCULO

30 0.3534 C50 0.60

20 160.25

= 0.20

C = 0.40

"ON"E

0.404.74

150.08

REE#$LAAN"O EN LA ECUAC!ON TENE#OS

79.03

EL CAU"AL #AS CR!T!CO ES "E 79.03 #ET

:C:!:A :

!:A 〖 ( 〗

)^̂̂̂̂̂̂̂̂̂̂ :

3

〖〗2

QR00

: ^̂̂̂̂̂̂̂̂̂̂∕

20 0.25

=


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%AC#TA / N/N/A

CAJAMARCA

CAJAMARCA

78 º 30´ W

30 m*+. 60 m*+. 120 m*+.24.00 14.00 11.00

34.00 18.00 19.00

24.00 16.00 10.00

37.00 19.00 9.00

37.00 21.00 11.00

21.00 12.00 6.00

38.00 23.00 14.00

33.80 21.08 9.28

29.13 15.54 13.02

37.20 23.10 13.27

31.40 23.71 13.99

27.60 15.63 9.80

25.56 14.70 8.05

30.11 15.60 8.23

21.60 13.20 7.25

23.00 13.79 7.85

28.00 16.00 9.60

37.94 23.00 12.00

41.00 26.00 14.00

19.00 10.00 5.00

28.00 18.00 10.00

36.22 19.04 12.91

28.66 16.72 9.32

22.44 17.88 11.12

35.04 17.86 11.94

40.60 27.10 13.50

20.05 11.00 4.44


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%AC#TA / N/N/A

"E$ARTA#ENTO CAAMACA$ROV!NC!A CAAMACA

CASER!O #M "AM"A

30 m*+. 60 m*+. 120 m*+.33.69 19.65 15.4447.73 25.27 26.6733.69 22.46 14.04

51.94 26.67 12.6351.94 29.48 15.4429.48 16.84 8.4253.34 32.29 19.6547.45 29.59 13.0340.89 21.81 18.2852.22 32.43 18.6344.08 33.28 19.6438.74 21.94 13.7635.88 20.63 11.3042.27 21.90 11.55

30.32 18.53 10.1832.29 19.36 11.0239.30 22.46 13.4853.26 32.29 16.8457.55 36.50 19.6526.67 14.04 7.0239.30 25.27 14.0450.84 26.73 18.1240.23 23.47 13.0831.50 25.10 15.61

49.19 25.07 16.7656.99 38.04 18.9528.14 15.44 6.2342.18 25.06 14.799.51 6.27 4.49


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%AC#TA / N/N/A

u = 0.57721u = 96.189

V OL#OGOROV $ARA 5m*+.

(


39/57

%AC#TA / N/N/A

0.1590 0.0200.1449 0.0020.1199 0.0130.0865 0.015

0.0000 0.036


40/57

%AC#TA / N/N/A

160.00 180.00

1-"(!

%(!


41/57

%AC#TA / N/N/A

OV)

u = 0.57721u = 73.499


(


42/57

%AC#TA / N/N/A

0.0143 0.0570.0000 0.036


43/57

%AC#TA / N/N/A

100.00 110.00

1-"(!

%(!


44/57

%AC#TA / N/N/A

OV)

u = 0.57721u = 37.904


(


45/57

%AC#TA / N/N/A

0.0240 0.0470.0105 0.025


46/57

%AC#TA / N/N/A

55.00 60.00

1-"(!

%(!


47/57

%AC#TA / N/N/A

OV)

u = 0.57721u = 22.234


(


48/57

%AC#TA / N/N/A

0.0181 0.0530.0048 0.031


49/57

%AC#TA / N/N/A

35.00 40.00

1-"(!

%(!


50/57

%AC#TA / N/N/A

OV)

u = 0.57721u = 12.775


(


51/57

%AC#TA / N/N/A

0.0056 0.0660.0015 0.034


52/57

%AC#TA / N/N/A

25.00 30.00

1-"(!

%(!


53/57

%AC#TA / N/N/A

0.094 0.091

60 120

/ SN%.=5DEOTOS CASOS A#O / TA$#A!

.

L

60m*+. 120m*+.#D. #D.

25.06 14.796.27 4.49

4.89 3.5022.234 12.775

RETORNO "E 50 AOS

120m*+.#D.26.43


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%AC#TA / N/N/A

O

120 140

Column $"o>: (Column $!

Column C


55/57

%AC#TA / N/N/A

150.08

-0.60


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%AC#TA / N/N/A

OS "ATOS "E SAN #ARCOS

2lana

S


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%AC#TA / N/N/A

0.0000013150082038.56

OS CUB!COS $OR SEGUN"O

2

CALCULOS HIDROLOGIA BC2

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