ecuaciones teóricas de vertederos

7/23/2019 Ecuaciones Teóricas de Vertederos

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Lectura H rect [cm] H tria [cm] Q [m3/s] h rect [m] h trian [m]

1 33.000 28.200 0.013 0.074 0.139

2 32.000 28.000 0.011 0.064 0.137

3 31.700 27.900 0.007 0.061 0.136

4 31.700 27.900 0.011 0.061 0.136

5 31.600 27.800 0.011 0.060 0.135

6 29.100 24.600 0.004 0.035 0.1037 27.900 22.600 0.003 0.023 0.083

8 27.000 20.900 0.001 0.014 0.066

9 30.800 0.005 0.052

10 34.800 0.020 0.092

11 35.400 0.025 0.098

12 35.700 0.026 0.101

-1 .9 -1 .8 -1 .7 -1 .6 -1 .5 -1 .4 -1 .3 -1 .2 -1 .1 -1 .0

-3.5

-3.0

-2.5

-2.0

-1.5

-1.0

-0.5

0.0

f!" # 1.4692437791! - 0.2303698674

Vertedero rectangular con control aguas a

L$% ca&e'a (erte)er$"

L$% Q"



L$% h rect" L$% h trian" L$% Q"

-1.131 -0.857 -1.882

-1.194 -0.863 -1.967

-1.215 -0.866 -2.166

-1.215 -0.866 -1.966

-1.222 -0.870 -1.973

-1.456 -0.987 -2.418-1.638 -1.081 -2.484

-1.854 -1.180 -3.036

-1.284 -2.335

-1.036 -1.690

-1.009 -1.608

-0.996 -1.577

bajo

-1 .2 -1 .2 -1 .1 -1 .1

f!" # 3.0470059177! * 0.6471648755

verteder

L$% ca

+$% ,"

0.060 0.070 0.080 0.090 0.1

0.000

0.002

0.004

0.006

0.008

0.0100.012

0.014

f!" # 4.43777

VERTEDERO TRI



L$s )at$s ,ue se encuentran en +as casi

cuan)$ se retir< e+ (erte)er$ trian%u+ar.

L$s )at$s ,ue se encuentran en +a casi++

,ue aarentemente s$n )at$s err$ne$s.

-1 .

vertedero

L$% ,"

-1 .0 -1 .0 -0 .9 -0 .9 -0 .8

-3.5

-3.0

-2.5

-2.0

-1.5

-1.0

-0.5

0.0

triangular

e'a (erte)er$"

0.040 0.050 0.060

0.000

0.005

0.010

0.015

0.020

0.025

0.030

f!" # 10.

VERTDERO R

0 0.110 0.120 0.130 0.140 0.150

8742 !3.0470059177

GULAR ( distribucion petencial

/// L )istri&uci$n etencia+"

:$;er /// L )istri&uci$netencia+""



++as )e c$+$r %ris s$n )at$s t$ma)$s

a )e c$+$r naran=a s$n )at$s at>ic$s $

-1 .3 -1 .3 -1 .2 -1 .2 -1 .1 -1 .1 -1 .0 -1 .0

-2.5

-2.0

-1.5

-1.0

-0.5

0.0

f!" # 2.6292987742! * 1.0400617099

rectangular sin control aguas abajo

L$% ca&e'a (erte)er$"

0.070 0.080 0.090 0.100 0.110

9663400838 !-2.6292987742

E!TANGULAR "IN !ONTROL AGUA" A#A$O (ditribucion potencial



cuaci<n te<rica )e+ (erte)er$ rectan%u+ar c$n c$ntr$+ a%ua

? # 1@4692! - 0@1689

A 1.469

B 0.678 Q#C)D0@678Dh1@46

cuaci<n te<rica )e+ (erte)er$ rectan%u+ar sin c$ntr$+ a%uas a&a=$

? # 2@6293! - 1@2185

A 2.629

B 0.060 Q#C)D0@060Dh2@62

cuaci<n te<rica )e+ (erte)er$ trian%u+ar

? # 3@047! - 2@4468A 3.047

B 0.004 Q#C)D0@004Dh3@04



a&a=$

9" en +/s

9" en +/s

7" en +/s



C EC :CL

C A# 3@047 ? B#4@437 teta # 1@0738ra)

hm" Qm3/s" Q C)

0.139 0.0108606427 0.01012381 1.07278244

0.137 0.0103914702 0.00976356 1.0643114

0.136 0.010162077 0.00958637 1.06005487

0.136 0.010162077 0.00958637 1.060054870.135 0.0099361107 0.00941112 1.05578414

0.103 0.0043571695 0.0047852 0.91055152

0.083 0.0022569419 0.00278934 0.80912995

0.066 0.0011226382 0.00157278 0.71379433

C) Fna+ 0.96830794

!d %nal vertedero trinagular &'()*+&,(

C) C EC :CL

CL C CCCG

A 2.629 B 10.96

h Q Q C)

0.052 0.0046151237 0.0066356 0.69550975

0.092 0.0206827724 0.01495665 1.38284782

0.098 0.0244199015 0.01633475 1.49496658

0.101 0.026434521 0.01703368 1.5518971

C) Fna+ 1.28130531

!d %nal vertedero rectangular con contracciones



C:CG C

L

H?CI $ur+eJ J Crim

0.59567588 0.5815497476

0.59534942 0.5817183401

0.59518664 0.5818035802

0.59518664 0.58180358020.59502415 0.581889462

0.5899942 0.5850465506

0.58703831 0.587578107

0.58466176 0.5902775811

C) Fna+ 0.59226462 0.5839583686

A B

CL

HL GC GK QCG G

0.57493333 0.6370238732

0.57493333 0.6188959492

0.57493333 0.617444182

0.57493333 0.6167835118

C) Fna+ 0.57493333 0.6225368791

-'.*-+&/+



2.10.1" Ge intr$)uce aire $r )e&a=$ )e +a +mina (ertiente c$n un

2.10.2" Gin (enti+aci<n se %enera una a)herencia $r succi<n@ +$ ,

2.10.3"

2.10.4" + (erte)er$ trian%u+ar resenta maJ$r car%a ara un cau)

2.10.5" + cau)a+ c$n Ea'in es maJ$r@ ues a )iferencia )e+ cau)a+

2.10.6" %uas arri&a tien)e a ha&er un Nu=$ %ra)ua+mente (aria)$2.10.7"

2.10.8"



u&$ )e (enti+aci<n@ ara ,ue am&as caras )e +a +mina ten%an +a misma resi<n

e restrin%e e+ Nu=$ en e+ (erte)er$ ara ,ue estM funci$nan)$ a +mina +i&re.

+ )a)$@ $r e++$ se usa ara rea+i'ar me)ici$nes )e cau)a+ ms recisas.

r$&+ema te<ric$ Mste Ja tiene e+ c$eFciente )e )escar%a inc+ui)$.

J@ cuan)$ ++e%a a +a cresta se t$rna en un$ ri)amente (aria)$.



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ecuaciones teóricas de vertederos

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