caracterización de cuencas

8/18/2019 Caracterización de Cuencas

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Cuenca del Rio Tepetitan

AREA (A)= 3,763,065.74

3.76

PERIMETR (P)= !!,03".5# $

!!.03%$

A&C' ()= 774.0$

*ACTR +E *RMA (*)= 0.!6 cuando

!.60

4.47

3.33

I&+ICE +E 1I&21I+A+ (I)=!.0#

$"

%$"

CE*ICIE&TE +ECMPACI+A+ (c)=

al olon/a a -ectan/!.

PE&+IE&TE ME+IA +E8CA2CE (1)=

+E&1I+A+ +E +RE&A9E(+d)=

$:$"


2/35

4,6!.3"$ E8E;ACI& MA


3/35

('")= 40.00M1&M

('!)= 630.00M1&M

-edonda!.!"5


4/35

Cu-a de niel +* NºCu-a 8on/itud !

640.000 !05.70# "

650.000 46#.047 3

660.000 504."7 4

670.000 5#."0# 560.000 67.5#3 6

6#0.000 704.!6 7

700.000 7!0.400

7!0.000 6#7.0!7 #

7"0.000 707.4 !0

730.000 673.!#" !!

740.000 5#7.4"7 !"

750.000 605.0# !3

760.000 6"7.3"# !4

770.000 556.4 !5

70.000 4!.06! !6

7#0.000 47.!44 !7

00.000 43!.5#7 !

!0.000 3#.07! !#

"0.000 40"."75 "0

30.000 3#5.0#5 "!

40.000 40!.573 ""

50.000 36".507 "3

60.000 35!.55" "4

70.000 3"6."" "5

0.000 "#7.0 "6

#0.000 3!!."#! "7

#00.000 3!6.707 "

#!0.000 3"5.!46 "#

#"0.000 30.7"4 30

#30.000 3!6.! 3!

#40.000 3!.0! 3"

#50.000 "56.055 33

#60.000 "0#.55# 34

#70.000 !70."0! 35

#0.000 !"5.307 36

##0.000 #5."00 37

!000.000 65.577 3

!0!0.000 30.0" 3#

40

4!

4"

43

44

45

46


5/35

47

4

4#

50

5!

5"

5354

55

56

57

5

5#

60

6!

6"

63

64

65

66

67

6

6#

70

7!

7"

73

74

75

76

77

7

7#

0

!

"

3

4

5

6

7

#

#0

#!

#"

#3

#4


6/35

#5

#6

#7

#

##

!00

!0!!0"

!03

!04

!05

!06

!07

!0

!0#

!!0

!!!

!!"

!!3

!!4

!!5

!!6

!!7

!!

!!#

!"0

!"!

!""

!"3

!"4

!"5

!"6

!"7

!"

!"#

!30

!3!

!3"

!33

!34

!35

!36

!37

!3

!3#

!40

!4!

!4"


7/35

!43

!44

!45

!46

!47

!4

!4#!50

!5!

!5"

!53

!54

!55

!56

!57

!5

!5#

!60

!6!

!6"

!63

!64

!65

!66

!67

!6

!6#

!70

!7!

!7"

!73

!74

!75

!76

!77

!7

!7#

!0

!!

!"

!3

!4

!5

!6

!7

!

!#

!#0


8/35


9/35

Pendiente Media

640 !05.70# += !0.00

650 46#.047 B8i= !5,4!#.!5

660 504."7 A=

670 5#."0#

60 67.5#3 1= 0.046#0 704.!6

700 7!0.400

7!0 6#7.0!7

7"0 707.4

730 673.!#"

740 5#7.4"7

750 605.0#

760 6"7.3"#

770 556.4

70 4!.06!

7#0 47.!44

00 43!.5#7

!0 3#.07!

"0 40"."75

30 3#5.0#5

40 40!.573

50 36".507

60 35!.55"

70 3"6.""

0 "#7.0

#0 3!!."#!

#00 3!6.707

#!0 3"5.!46

#"0 30.7"4

#30 3!6.!

#40 3!.0!

#50 "56.055

#60 "0#.55#

#70 !70."0!

#0 !"5.307

##0 #5."00

!000 65.577

!0!0 30.0"

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

Elevaciónmsnm

Longitudm


10/35

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.0000 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000


11/35

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.0000 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000


12/35

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.0000 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000


13/35

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.000

0 0.0000 0.000

0 0.000

0 0.000

B !5,4!#.!5

!


14/35

No.Cota (msnm)

Mínimo Máximo Promedio Intervalo rea!,0"0 0.00

! !,0!0 !,0"0 !0!5 !0 504.5"

" !,000 !,0!0 !005 !0 ",3!4.70

3 ##0 !,000 ##5 !0 3,457.3#

4 #0 ##0 #5 !0 4,53".75 #70 #0 #75 !0 6,040.64

6 #60 #70 #65 !0 7,740.57

7 #50 #60 #55 !0 ,4".4!

#40 #50 #45 !0 !",4"4.45

# #30 #40 #35 !0 !",4!".5#

!0 #"0 #30 #"5 !0 !3,!56.#0

!! #!0 #"0 #!5 !0 !5,76!.!

!" #00 #!0 #05 !0 !",34.06

!3 #0 #00 #5 !0 !4,".54

!4 0 #0 5 !0 !4,730.3!!5 70 0 75 !0 !5,!40.#3

!6 60 70 65 !0 !6,#60.36

!7 50 60 55 !0 !7,"05.5#

! 40 50 45 !0 !#,"56.46

!# 30 40 35 !0 "",!50.""

"0 "0 30 "5 !0 "!,#70.0!

"! !0 "0 !5 !0 "5,06!.45

"" 00 !0 05 !0 "5,4.7"

"3 7#0 00 7#5 !0 "7,3!#.30

"4 70 7#0 75 !0 "#,07.5!

"5 770 70 775 !0 34,350."3

"6 760 770 765 !0 3!,""".56

"7 750 760 755 !0 3!,40."6

" 740 750 745 !0 30,#37.05

"# 730 740 735 !0 33,545.53

30 7"0 730 7"5 !0 4!,!!0.37

3! 7!0 7"0 7!5 !0 4",75!.#7

3" 700 7!0 705 !0 5",7"3.66

33 6#0 700 6#5 !0 45,!!6.64

34 60 6#0 65 !0 4","##.03

35 670 60 675 !0 36,65."

36 660 670 665 !0 37,56.06

37 650 660 655 !0 3!,!65.#"

3 640 650 645 !0 ,64!.3"

3# 630 640 635 !0 66!."7

re


15/35


16/35


17/35

4#,500.00


18/35

Ma aDo

+I;:0


19/35

rea "cumulada #0.00 0.00

504.5" 0.06

",!#."3 0.33

6,"76.6" 0.74

!0,0#.4# !."7!6,50.!3 !.#

"4,5#0.70 ".#

33,073.!! 3.#

45,4#7.56 5.36

57,#!0.!4 6."

7!,067.04 .37

6,".5 !0.""

##,66".#! !!.73

!!3,#5!.46 !3.4!

!",6!.77 !5.!5!43,"".6# !6.#3

!60,73.05 !.#3

!77,#.64 "0.#5

!#7,"45.!0 "3.""

"!#,3#5.3" "5.3

"4!,365.33 ".4!

"66,4"6.7 3!.36

"#!,#!5.50 34.36

3!#,"34.0 37.5

34#,04".3! 4!.0#

33,3#".54 45.!3

4!4,6!5.!0 4.!

446,0#5.37 5".5!

477,03".4! 56.!5

5!0,577.#4 60.!0

55!,6.3! 64.#4

5#4,440." 6#.#

647,!63.#4 76.!

6#","0.5 !.4#

734,57#.6! 6.47

77!,445.4" #0.!

0#,03!.4# #5."4

40,!#7.4! #.#0

4,3.73 ##.#"

4#,500.00 !00.00

(m!)

0.00600

650

700

750

00

50

#00

#50

!,000

Elevación* (msnm)


20/35


21/35


22/35

E--F504


23/35

G!

G"

G3

>!

>"

>3


24/35

!0.00 "0.00 30.00 40.00 50.00

Curva $i%som&trica de la 'ucuenc

rea "cumulada * e


25/35


26/35


27/35


28/35


29/35

Eleacion $edia

766 $n$

60.00 70.00 0.00 #0.00 !00.00

e%etitan

#


30/35


31/35


32/35


33/35


34/35

+so de suelos CLC "rea #CaHa de AJca- ""4!.000 64744.3#6 76.""

CaK """!.000 !304.#6 !6."5

Moaico de Cultio G Pato "4".000 6"576.!64 7.37

Rocoidad, laa 33".000 !3#0.544 0.!6

4#500.000 !00.00


35/35

Clase Pendientes # "rea (m,) "rea #! 0" 0.00

" "7 "3#060.65 ".!4

3 7!5 54356.5!6 6.7#

4 !530 "60"."55 3.07

5 3050 0.00

6 5070 0.007 70 0.00

B= 4#500.00 !00

caracterización de cuencas

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