Practica Hidrologia

7/21/2019 Practica Hidrologia

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Datos :

Area = 182 km2

Perimetro = 64.8 km

18.2 km

1. Hallando el Radio equivalente

R = 7.611 Km

2. Hallando el indice de compacidad

Kc = 1.355

3. Pendiente media 4. Rectangul

= !.!!83 " =

= !.83# l =

Cauce maslargo

(longitud) =



$ota %m& '(ea) km2 l '*l

761 ! 7.14 !.!

76! 2 7.14 !.3

74! 18 7.14 2.572! 5! 7.14 7.!

7!! 7! 7.14 +.8

68! 1!! 7.14 14.!

66! 14! 7.14 1+.6

64! 16! 7.14 22.4

62! 175 7.14 24.5

61! 182 7.14 25.5

equivalente

25.51

7.135



761

!.3 76!

2.2 74!4.5 72!

2.8 7!!

25.51 4.2 68!

5.6 66!

2.8 64!

2.1 62!

1.! 61!

7.135



Datos: A = 5!3 km2

Ds. Max. = 4!7 m.

a) Ki(pic,

-c = 15.64! ,()

c) -eme

-c = 23.+5 ,()



Long. Max. = 84 Km

84!!! m.

Pendiente = !.!!472m*m.

b) $ali/o(nia

-c = 15.657 ,().

d) 0iandotti

-c = 13.365 ,().



'o $audal %& 2

1+7! 166! 27556!!

1+71 +17 84!88+

1+72 38!! 1444!!!!

1+73 141! 1+881!!

1+74 228! 51+84!! m =

1+75 618 381+24

1+76 683 46648+

1+77 +34 872356

1+78 77+ 6!6841 e =

1+7+ +21 848241

1+8! 876 767376

1+81 74! 5476!!

1+82 112! 12544!! =

1+83 61! 3721!! =

1+84 115! 13225!!

1+85 563 316+6+

1+86 52! 27!4!!

1+87 36! 12+6!! -1 =

1+88 367 13468+ -2 =

1+8+ 658 432+64

1++! 824 678+76 ma1 =

1++1 85! 7225!! ma2 =

1++2 123! 1512+!!1++3 522 272484

1++4 581 337561

1++5 557 31!24+ 1 =

1++6 818 66+124 2 =

1++7 1!3! 1!6!+!!

1++8 418 174724

1+++ +53 +!82!+

SUMA 2874+ 4!5+5!65

Tabla ! : de "alores de #$ % &$ en 'uncion de

$ #$ &$ $ #$

8 !.4843 !.+!43 4+ !.5481

+ !.4+!2 !.+288 5! !.54854

1! !.4+52 !.+4+7 51 !.548+

11 !.4++6 !.+676 52 !.54+3

12 !.5!53 !.+833 53 !.54+7

13 !.5!7! !.++72 54 !.55!1

14 !.51!! 1.!!+5 55 !.55!4

15 !.5128 1.!2!57 56 !.55!8

1. P(omedio de

2. 9e)viacion e)

3. $alculo de co

4. $alculo del ca

5. $alculo de



17 !.5181 1.!411 58 !.5515

18 !.52!2 1.!4+3 5+ !.5518

1+ !.522! 1.!566 6! !.552!8

2! !.52355 1.!6283 62 !.5527

21 !.5252 1.!6+6 64 !.5533

22 !.5268 1.!754 66 !.5538

23 !.5283 1.!811 68 !.5543

24 !.52+6 1.!864 7! !.55477

25 !.53!85 1.!+145 72 !.5552

26 !.532 1.!+61 74 !.5557

27 !.5332 1.1!!4 76 !.5561

28 !.5343 1.1!47 78 !.5565

2+ !.5353 1.1!86 8! !.55688

3! !.53622 1.11238 82 !.5572

31 !.5371 1.1158 84 !.5576

32 !.538 1.11+3 86 !.55833 !.5388 1.1226 88 !.5583

34 !.53+6 1.1255 +! !.5586

35 !.54!34 1.12847 +2 !.558+

36 !.541 1.1313 +4 !.55+2

37 !.5418 1.133+ +6 !.55+5

38 !.5424 1.1363 +8 !.55+8

3+ !.543 1.1388 1!! !.56!!2

4! !.54362 1.14132 15! !.56461

41 !.5442 1.1436 2!! !.56715

42 !.5448 1.1458 25! !.55878

43 !.5453 1.148 3!! !.58++3

44 !.5458 1.14++ 4!! !.57144

45 !.5463 1.15285 5!! !.5724

46 !.5468 1.1538 75! !.57377

47 !.5473 1.1557 1!!! !.5745



M*T+D+ D* ,UM-*L

+58.3 m3*) i < !.+! entonce)

> = 687.34 m3*)

67!.68+3

d5! = 3681.!2 m3*)

d1!! = 4!+8.+4 m3*)

1.11238

!.53622

5!

1!!

2++3.68

3411.6!

!.+8

!.++

&$

1.15+ !.!1 2.16!7

1.16!66 !.!2 1.78+4

1.1623 !.!5 1.455

1.1638 !.1! 1.3!28

1.1653 !.15 1.2548

1.1687 !.2! 1.2427

1.1681 !.25 1.24+4

1.16+6 !.3! 1.2687

audale) m 6. $alculo del inte(valo de con:ana

tanda( &e

7. $alculo del caudal de di)eo d

:ciente) &$ ; #$

udal maimo max

Tabla / : "alores de en 'uncion d0(

)_

0(

)_



1.1721 !.4! 1.3366

1.1734 !.45 1.3845

1.17467 !.5! 1.4427

1.177 !.55 1.1513

1.17+3 !.6! 1.5+84

1.1814 !.65 1.7!34

1.1834 !.7! 1.8355

1.18536 !.75 2.!!6+

1.1873 !.8! 2.24!8

1.188 !.85 2.584+ -(an)icion

1.1+!6 !.+! 3.163+

1.1+23 !.+5 4.4721

1.1+382 !.+8 7.!71

1.1+53 !.++ 1!.!!!

1.1+67

1.1+81.1++4

1.2!!73

1.22!2

1.2!32

1.2!44

1.2!55

1.2!64+

1.22534

1.235+8

1.242+2

1.24786

1.2545

1.2588

1.265!6

1.26851

i e)t? ent(e !.2! ; !.8!@ el inte(valo )e calcula co

i < +!@ el inte(valo )e calcula como

12 ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ = 3 (2.22(.(.(.(.(.(.(.(.(.(.(.242)5242_/__/__/__/__/__/__/__/__/__/__/_

1 = 0( ) 5 _ _

. )( _√ (



o



m - = %A1&*m -*%-B1& C

1 38!! 31.!!!! 1.!333 B1.8465

2 228! 15.5!!! 1.!6+! B1.5381

3 166! 1!.3333 1.1!71 B1.3545

4 141! 7.75!! 1.1481 B1.221+

5 123! 6.2!!! 1.1+23 B1.117!

6 115! 5.1667 1.24!! B1.!2+6

7 112! 4.4286 1.2+17 B!.+541

8 1!3! 3.875! 1.3478 B!.8873

+ +53 3.4444 1.4!+1 B!.827!

1! +34 3.1!!! 1.4762 B!.7717

11 +21 2.8182 1.55!! B!.72!5

12 +17 2.5833 1.6316 B!.6724

13 876 2.3846 1.7222 B!.626+

14 85! 2.2143 1.8235 B!.5835

15 824 2.!667 1.+375 B!.5418

16 818 1.+375 2.!667 B!.5!13

17 77+ 1.8235 2.2143 B!.461+

18 74! 1.7222 2.3846 B!.4232

1+ 683 1.6316 2.5833 B!.384+

2! 658 1.55!! 2.8182 B!.3468

21 618 1.4762 3.1!!! B!.3!86

22 61! 1.4!+1 3.4444 B!.26++

23 581 1.3478 3.875! B!.23!4

24 563 1.2+17 4.4286 B!.18+625 557 1.24!! 5.1667 B!.1468

26 522 1.1+23 6.2!!! B!.1!11

27 52! 1.1481 7.75!! B!.!51!

28 418 1.1!71 1!.3333 !.!!61

2+ 367 1.!6+! 15.5!!! !.!757

3! 36! 1.!333 31.!!!! !.1736

SUMA 2874+ B17.8528



.C 2 C2

B7!16.61 1444!!!! 3.4!+5

B35!6.+7 51+84!! 2.365+

B2248.54 27556!! 1.8348

B1722.83 1+881!! 1.4+3!

B1373.88 1512+!! 1.2476

B1183.++ 13225!! 1.!6!! m =

B1!68.58 12544!! !.+1!3 Cm =

B+13.+! 1!6!+!! !.7873

B788.12 +!82!+ !.683+

B72!.81 872356 !.5+56

B663.57 848241 !.51+1 D =

B616.61 84!88+ !.4521 a =

B54+.1+ 767376 !.3+3!

B4+5.+8 7225!! !.34!5

B446.4! 678+76 !.2+35

B41!.!8 66+124 !.2513 -1 =

B35+.81 6!6841 !.2133 -2 =

B313.15 5476!! !.17+1

B262.+! 46648+ !.1482 ma1 =

B228.21 432+64 !.12!3 ma2 =

B1+!.71 381+24 !.!+52

B164.66 3721!! !.!72+

B133.88 337561 !.!531

B1!6.74 316+6+ !.!35+ =B81.76 31!24+ !.!215 qq =

B52.75 272484 !.!1!2 q =

B26.4+ 27!4!! !.!!26

2.57 174724 !.!!!!

27.77 13468+ !.!!57

62.4+ 12+6!! !.!3!1

B25554.28 4!5+5!65 17.6256

1. $alculo de

2. $alculo de

3. $alculo de

4. $alculo de



M*T+D+ D* $AS8

+58.3 m3*) -1 = 5!

B!.5+51 -2 = 1!!

C5! = B2.!6

C1!! = B2.36

B12!6.3!31

24!.436+

>5! = 42+.5426

>1!! = 4+1.46!1

5!

1!!

2721.57 m3*) d5! = 3151.11

3!87.35 m3*) d1!! = 3578.81

21!.!4513+1346+4+

B253378.!648

m ; 6m 5. Falo(e) de 6 pa(a cada

lo) pa(amet(o) a ; b

6. $alculo del intevalo de

l caudal maimo max

7. $alculo de caudal de di)

la) de)viacione) e)tanda( ; cova(iana Sxx E S77 E Sx7



m3*)

m3*)

on:ana

eo d



Datos: L= 5!!! m.

89 = 7! mm.

1. $alculo del tiempo de concent(acion

-c = 1.35

2. $alculo de du(acion en ece)o

de = 2.32 ,().

3. $alculo del -iempo pico

-p = 1.+7 ,().

4. $alculo del tiempo Da)e

-D = 5.26



S = !.!1

A = 15 Km2

5. $alculando el caudal pico

p = 11!.8! m3*)

6. Hid(og(ama t(iangula(

t

! !

11!.8! 1.+7

! 5.26

! 1.+711152877!

15

3!

45

6!

75

+!

1!5

12!

!.!!

11!.8!

HG9R0R'I' -RG'50J" %m3*)&



5.2628778182!.!!

'R

,(

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