Download - mem cal
![Page 1: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/1.jpg)
n= 0.013
0.58 Seccion
0.5 1
0.14 2
0.0065 3
0.188 m 4
0.404 m 5
0.94 m 6
C= 0.8183
Seccion
1
0.3677 m 2
0.1797 m 3
456
h= 0.188 m
0.0125403
q= 0.0093306
k1=
k2=
b1=
S01=
Δx1=
L0-1=
L0-6=
m1/2/s
NSA=
NC=
Q6= m3/s
0.000 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.9000.900
0.950
1.000
1.050
1.100
1.150
Corte Longitudinal de la Obra de Excedencias
Plantilla del canal
Superficie libre del agua medida
Superficie libre del agua calculada
Distancia longitudinal de la obra de excedencias
Altura de la superfcie libre de agua
![Page 2: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/2.jpg)
![Page 3: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/3.jpg)
X Y
0.000 1.000
0.188 0.999
0.376 0.998
0.564 0.996
0.752 0.995
0.940 0.994
X y Y
0.000 0.3800 0.5015 0.1215 1.1215
0.188 0.3790 0.5133 0.1343 1.1343
0.376 0.3773 0.503 0.1257 1.1257
0.564 0.3777 0.4959 0.1182 1.11820.752 0.3742 0.5008 0.1266 1.12660.940 0.3733 0.4923 0.119 1.1190
Nf Ns
0.000 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.9000.900
0.950
1.000
1.050
1.100
1.150
Corte Longitudinal de la Obra de Excedencias
Plantilla del canal
Superficie libre del agua medida
Superficie libre del agua calculada
Distancia longitudinal de la obra de excedencias
Altura de la superfcie libre de agua
![Page 4: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/4.jpg)
![Page 5: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/5.jpg)
0.01254
0.01079
0.00903
0.00728
0.00552
0.00377
Ecuación 1
Sección
6 0.01254 0.11905 0.01079 0.001 0.1187785 0.01079 0.0073 0.12511606
Q6=
Q5=
Q4=
Q3=
Q2=
Q1=
Q (m3/s)
Δy'prop (m) y (m)
0.000 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.9000.900
0.950
1.000
1.050
1.100
1.150
Corte Longitudinal de la Obra de Excedencias
Plantilla del canal
Superficie libre del agua medida
Superficie libre del agua calculada
Distancia longitudinal de la obra de excedencias
Altura de la superfcie libre de agua
![Page 6: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/6.jpg)
5 0.01079 0.0084 0.12617265 0.01079 0.0086 0.12633044
5 0.01079 0.0086 0.126330444 0.00903 0.001 0.126108444 0.00903 0.0053 0.130394784 0.00903 0.0057 0.130799194 0.00903 0.0057 0.13083487
5 0.01079 0.0086 0.12633044 0.00903 0.0057298514 0.1308383
4 0.00903 0.0057298514 0.13083833 0.00728 0.0041003632 0.13371666
3 0.00728 0.0041003632 0.13371672 0.00552 0.0029509271 0.13544559
2 0.00552 0.0029509271 0.13544561 0.00377 0.0020340582 0.1362576
Seccion X y Y1 0.000 0.1363 1.13632 0.188 0.1354 1.13543 0.376 0.1337 1.13374 0.564 0.1308 1.13085 0.752 0.1263 1.12636 0.940 0.1190 1.1190
![Page 7: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/7.jpg)
n= 0.013
0.58
0.5
0.14
0.0065
0.188 m
0.404 m
0.94 m
7 9 3 8 6 5 4
Sf
0.0243069 0.4106133 0.5159135 0.059197 0.001950.0242474 0.4101085 0.4448375 0.059124 0.001452 0.00175 0.071076020.0259694 0.4245216 0.4153397 0.061173 0.00121 0.00175 0.10057381
k1=
k2=
b1=
S01=
Δx1=
L0-1=
L0-6=
A (m2)
P (m)
V (m/s)
Rh (m)
ΔQ (m3/s)
ΔV (m/s)
![Page 8: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/8.jpg)
0.0262607 0.4269243 0.4107327 0.061511 0.001174 0.00175 0.105180770.0263043 0.4272832 0.4100516 0.061562 0.001169 0.00175 0.10586188
0.0263043 0.4272832 0.4100516 0.061562 0.001169 0.00175 0.105861880.026243 0.4267784 0.3441676 0.061491 0.000825 0.00175 0.06588399
0.0274368 0.4365258 0.3291926 0.062853 0.000733 0.00175 0.080858990.0275504 0.4374454 0.3278346 0.06298 0.000725 0.00175 0.082217040.0275605 0.4375266 0.3277152 0.062992 0.000724 0.00175 0.08233641
0.0263043 0.4272832 0.4100516 0.061562 0.001169 0.00175 0.105861880.0275614 0.4375344 0.3277037 0.062993 0.000724 0.00175 0.08234788
0.0275614 0.4375344 0.3277037 0.062993 0.000724 0.00175 0.082347880.0283756 0.4440799 0.2564822 0.063898 0.000435 0.00175 0.0712215
0.0283756 0.4440799 0.2564822 0.063898 0.000435 0.00175 0.07122150.028869 0.4480116 0.1913368 0.064438 0.000239 0.00175 0.06514542
0.028869 0.4480116 0.1913368 0.064438 0.000239 0.00175 0.065145420.0291018 0.4498583 0.1295298 0.064691 0.000109 0.00175 0.06180705
![Page 9: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/9.jpg)
2
0.0073381 0.006338060.0083946 0.00105654
Δy' (m)
Δy' - Δy'prop
![Page 10: mem cal](https://reader035.vdocuments.net/reader035/viewer/2022080304/5695d4281a28ab9b02a07b65/html5/thumbnails/10.jpg)
0.0085524 0.000157840.0085756 0.00002317
0.0085756 0.000023170.0052863 0.004286340.0056907 0.000404410.0057264 0.000035680.0057296 0.00000313
0.0085756 0.000023170.0057299 0.00000000
0.0057299 0.000000000.0041004 0.00000000
0.0041004 0.000000000.0029509 0.00000000
0.0029509 0.000000000.0020341 0.00000000