Hidrograma Dep Limpieza
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L i ancho Vol
174.3 0.01 3.7 54.8
0 X
Y
y
0 0 3 8 8
5 0 0 0 5
5 4.8 4.6 4.41 4.23 4.04 3.86 3.69 3.52 3.35
Varia Destino
Area Bsup. 40.0 38.4 36.8 35.3 33.8 32.34 30.9 29.51 28.14 26.81
8.00 8.00 8.00 8.00 8.00 8.00 8 8 8 8
Vol_ calc 148.0 142.1 136.3 130.6 125.1 119.6 114.3 109.2 104.1 99.2
Vol Dest 142.1 136.3 130.6 125.1 119.6 114.3 109.2 104.1 99.2
h1
h2
Q
t
4.60 4.4 4.2 4.0 3.8 3.6 3.5 3.3 3.1 3.0
5 4.80 4.60 4.41 4.23 4.04 3.86 3.69 3.52 3.35
5.92 5.79 5.67 5.55 5.42 5.30 5.17 5.05 4.92 4.80
0 1 2 3 4 5 6 7 8 9
h^3/2 1.31 1.29 1.26 1.23 1.2 1.18 1.15 1.12 1.09 1.06 0 0 0 0 0 0 0
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.5 0.40 1 0.61 1.8 1
0.42
Sección Transversal
0.2850
5.0 4.5 4.0 3.5 3.0 2.5 2.0 1.5
0.43 0.65
1.0 0.5 0.0 000111 22 223 33 344 44 555 566 66 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0
t seg 0 1 2 3 4 5 6 7 8 9 10 11 12 13
Q m3/s 0 5.9193 5.7946 5.6699 5.5451 5.4204 5.2956 5.1707 5.0458 4.9209 4.7959 3.1973 1.5986 0.0000
0 5
8 5
Q-t 2
6.0 5.0 4.0 3.0 2.0 1.0 0.0 0
1
2
V27H16C40 V = volumen H = carga C = altura compuerta
3
4
5
6
7
8
9
10
ción Transversal
3334444555566667777888
Q-t
5
6
7
8
9
10 11
12
13
0 X
Y
y
0 0 3 6 6
3 0.86 0.26 0 3
2 1.82 1.64 1.48 1.33 1.18 1.05 0.92 0.81 0.69 0.57 0.46
Varia Destino
Area Bsup. 9.9 8.8 7.8 6.81 5.89 5.02 4.21 3.46 2.77 2.13 1.57 1.07
6.00 6.00 6.00 6.00 6.00 6.00 6 6 5.73 5.14 4.56 3.98
Vol_ calc 36.7 32.7 28.8 25.2 21.8 18.6 15.6 12.8 10.2 7.9 5.8 4.0
Vol Dest 32.7 28.8 25.2 21.8 18.6 15.6 12.8 10.2 7.9 5.8 4.0
h1
h2
Q
t
1.60 1.4 1.2 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1
2 1.82 1.64 1.48 1.33 1.18 1.05 0.92 0.81 0.69 0.57 0.46
4.06 3.85 3.63 3.42 3.21 2.99 2.78 2.56 2.34 2.10 1.82 1.49
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
h^3/2 0.8 0.76 0.72 0.68 0.64 0.59 0.55 0.51 0.46 0.42 0.36 0.29 0 0 0 0 0
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.8 0.40 1.12 0.61 2.0 1
0.306
Sección Transversal 3.0 2.5 2.0 1.5 1.0
0.44 0.65
0.5 0.0 0 0 0 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0 11/10/2001 00:01:14.0 11/10/2001 00:01:15.0
t Q seg m3/s 0 0 1 4.0580 2 3.8459 3 3.6335 4 3.4206 5 3.2072 6 2.9931 7 2.7783 8 2.5625 9 2.3429 10 2.0998 11 1.8208 12 1.4869 13 0.9913 14 0.4956 15 0.0000
0 2
6 2
Q-t 0.97
5.0 4.0 3.0 2.0 1.0 0.0 0
1
2
V27H16C40 V = volumen H = carga C = altura compuerta
3
4
5
6
7
8
9
10 11 12
sversal
3 4 4 4 4 5 5 5 5 6 6 6
Q-t
6
7
8
9
10 11 12 13 14 15
0 X
Y
y
0 0 3 6 6
3 0.86 0.26 0 3
2.5 2.29 2.1 1.91 1.73 1.56 1.4 1.25 1.11 0.98 0.86 0.75 0.63 0.51 0.4
Varia Destino
Area Bsup. 12.9 11.7 10.5 9.38 8.31 7.3 6.35 5.45 4.61 3.83 3.11 2.45 1.85 1.31 0.86
6.00 6.00 6.00 6.00 6.00 6.00 6 6 6 6 6 5.44 4.85 4.27 3.71
Vol_ calc 47.8 43.3 38.9 34.7 30.8 27.0 23.5 20.2 17.1 14.2 11.5 9.1 6.8 4.9 3.2
Vol Dest 43.3 38.9 34.7 30.8 27.0 23.5 20.2 17.1 14.2 11.5 9.1 6.8 4.9 3.2
h1
h2
Q
t
2.10 1.9 1.7 1.5 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.0
2.5 2.29 2.10 1.91 1.73 1.56 1.40 1.25 1.11 0.98 0.86 0.75 0.63 0.51 0.40
4.59 4.38 4.17 3.95 3.74 3.53 3.32 3.10 2.89 2.67 2.46 2.23 1.97 1.66 1.28
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
h^3/2 0.91 0.87 0.83 0.78 0.74 0.7 0.66 0.61 0.57 0.53 0.49 0.44 0.39 0.33 0.25 0 0
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.8 0.40 1.12 0.61 2.0 1
0.3
Sección Transversal 3.0 2.5 2.0 1.5 1.0
0.44 0.65
0.5 0.0 0 0 0 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0 11/10/2001 00:01:14.0 11/10/2001 00:01:15.0 11/10/2001 00:01:16.0 11/10/2001 00:01:17.0 11/10/2001 00:01:18.0
t Q seg m3/s 0 0 1 4.5880 2 4.3767 3 4.1652 4 3.9533 5 3.7410 6 3.5284 7 3.3153 8 3.1016 9 2.8871 10 2.6719 11 2.4555 12 2.2266 13 1.9673 14 1.6648 15 1.2819 16 0.8546 17 0.4273 18 0.0000
0 2.5
6 2.5
Q-t 0.84
5.0 4.0 3.0 2.0 1.0 0.0 0
1 2
3 4 5
V27H16C40 V = volumen H = carga C = altura compuerta
6 7
8 9 10 11 12 13 14 1
sversal
3 4 4 4 4 5 5 5 5 6 6 6
Q-t
7
8 9 10 11 12 13 14 15 16 17 18
0 X
Y
y
0 0 3 6 6
3 0.86 0.26 0 3
3 2.77 2.55 2.34 2.14 1.95 1.77 1.6 1.44 1.29 1.15 1.02 0.89 0.78 0.66 0.54 0.43
Varia Destino
Area Bsup. 15.9 14.6 13.3 12 10.8 9.66 8.58 7.55 6.58 5.67 4.82 4.02 3.29 2.61 1.99 1.44 0.97
6.00 6.00 6.00 6.00 6.00 6.00 6 6 6 6 6 6 6 5.58 5 4.42 3.84
Vol_ calc 58.9 53.9 49.0 44.4 40.0 35.7 31.7 27.9 24.4 21.0 17.8 14.9 12.2 9.7 7.4 5.3 3.6
Vol Dest 53.9 49.0 44.4 40.0 35.7 31.7 27.9 24.4 21.0 17.8 14.9 12.2 9.7 7.4 5.3 3.6
h1
h2
Q
t
2.60 2.4 2.2 1.9 1.7 1.6 1.4 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.1 0.0
3 2.77 2.55 2.34 2.14 1.95 1.77 1.60 1.44 1.29 1.15 1.02 0.89 0.78 0.66 0.54 0.43
5.06 4.85 4.64 4.43 4.22 4.01 3.79 3.58 3.37 3.16 2.94 2.73 2.51 2.29 2.04 1.75 1.39
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
h^3/2 1.00 0.96 0.92 0.88 0.84 0.79 0.75 0.71 0.67 0.63 0.58 0.54 0.50 0.45 0.40 0.35 0.28
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.8 0.40 1.12 0.61 2.0 1
Sección Transversal 3.0 2.5 2.0 1.5 1.0
0.44 0.65
0.5 0.0 0 0 0 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0 11/10/2001 00:01:14.0 11/10/2001 00:01:15.0
t Q seg m3/s 0 0 1 5.0627 2 4.8520 3 4.6410 4 4.4298 5 4.2183 6 4.0065 7 3.7943 8 3.5818 9 3.3688 10 3.1552 11 2.9410 12 2.7260 13 2.5099 14 2.2866 15 2.0358 16 1.7458 17 1.3920 18 0.9280 19 0.4640 20 0.0000
0 3
6 3
Q-t 0.92
6.0 5.0 4.0 3.0 2.0 1.0 0.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1
V27H16C40 V = volumen H = carga C = altura compuerta
sversal
3 4 4 4 4 5 5 5 5 6 6 6
Q-t
7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 X
Y
y
0 0 3 6 6
3 0.86 0.26 0 3
1.6 1.46 1.32 1.2 1.07 0.96 0.86 0.75 0.65 0.54 0.44
Varia Destino
Area Bsup. 7.5 6.7 5.9 5.1 4.38 3.7 3.07 2.48 1.94 1.45 1.02
6.00 6.00 6.00 6.00 6.00 6.00 5.98 5.47 4.95 4.42 3.91
Vol_ calc 27.9 24.7 21.7 18.9 16.2 13.7 11.3 9.2 7.2 5.4 3.8
Vol Dest 24.7 21.7 18.9 16.2 13.7 11.3 9.2 7.2 5.4 3.8
h1
h2
Q
t
1.25 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1
1.6 1.46 1.32 1.20 1.07 0.96 0.86 0.75 0.65 0.54 0.44
3.16 3.00 2.83 2.67 2.51 2.34 2.18 2.01 1.81 1.59 1.34
0 1 2 3 4 5 6 7 8 9 10
h^3/2 0.63 0.59 0.56 0.53 0.5 0.46 0.43 0.4 0.36 0.32 0.27
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.8 0.35 0.98 0.61 1.8 1
0.42
Sección Transversal
0.2850
3.0 2.5 2.0 1.5 1.0
0.44 0.65
0.5 0.0
0 0 0 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0
t seg 0 1 2 3 4 5 6 7 8 9 10 11 12 13
Q m3/s 0 3.1589 2.9966 2.8340 2.6710 2.5077 2.3438 2.1793 2.0057 1.8126 1.5939 1.0626 0.5313 0.0000
0 1.6
6 1.6
Q-t 1.07
4.0
3.0
2.0
1.0
0.0 0
1
2
V27H16C40 V = volumen H = carga C = altura compuerta
3
4
5
6
7
8
9
10
ción Transversal
2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6
Q-t
5
6
7
8
9
10 11
12
13
1 X
Y
y
0 0 3.70 3.7
1 0 0 1
0.31
Varia Destino
Area
Per.
1.1 1.2 1.1 1.08 1.03 0.98 0.92 0.86 0.78 0.67 1.04 1.04
4.3 4.3 4.3 4.3 4.3 4.2 4.2 4.16 4.12 4.06 4.26 4.26
Rh
yg
0.266 0.272 0.262 0.252 0.242 0.231 0.220 0.206 0.189 0.166 0.243 0.243
0.16 0.16 0.15 0.15 0.14 0.13 0.12 0.12 0.11 0.09 0.14 0.14
Bsup. Q_ calc Q_Dest Vmanning 3.70 3.70 3.70 3.70 3.70 3.70 3.7 3.7 3.7 3.7 3.7 3.7
3.54 3.7 3.5 3.2 3.0 2.7 2.5 2.2 1.9 1.5 3.0 3.0
3.54 5.79 5.67 5.55 5.42 5.30 5.17 5.05 4.92 4.80 0.00 0.00
3.08
V2 5.15
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura pendiente manning
y 1 3.70 2.8 0.40 1.12 0.61 2.0 1 0.01 0.01
0.42
0.2850
Sección Tr 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 000 000 111 111 111 222 Sección Nivel
0
Sección Transversal 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 000 000 111 111 111 2222 222 222 333 333 333 344 4 0 0.31
3.7 0.31
174.3 0.01 3.7 54.8
0 X
Y
y
0 0 3 8 8
5 0 0 0 5
5 4.8 4.6 4.41 4.23 4.04 3.86 3.69 3.52 3.35
Varia Destino
Area Bsup. 40.0 38.4 36.8 35.3 33.8 32.34 30.9 29.51 28.14 26.81
8.00 8.00 8.00 8.00 8.00 8.00 8 8 8 8
Vol_ calc 148.0 142.1 136.3 130.6 125.1 119.6 114.3 109.2 104.1 99.2
Vol Dest 142.1 136.3 130.6 125.1 119.6 114.3 109.2 104.1 99.2
h1
h2
Q
t
4.60 4.4 4.2 4.0 3.8 3.6 3.5 3.3 3.1 3.0
5 4.80 4.60 4.41 4.23 4.04 3.86 3.69 3.52 3.35
5.92 5.79 5.67 5.55 5.42 5.30 5.17 5.05 4.92 4.80
0 1 2 3 4 5 6 7 8 9
h^3/2 1.31 1.29 1.26 1.23 1.2 1.18 1.15 1.12 1.09 1.06 0 0 0 0 0 0 0
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.5 0.40 1 0.61 1.8 1
0.42
Sección Transversal
0.2850
5.0 4.5 4.0 3.5 3.0 2.5 2.0 1.5
0.43 0.65
1.0 0.5 0.0 000111 22 223 33 344 44 555 566 66 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0
t seg 0 1 2 3 4 5 6 7 8 9 10 11 12 13
Q m3/s 0 5.9193 5.7946 5.6699 5.5451 5.4204 5.2956 5.1707 5.0458 4.9209 4.7959 3.1973 1.5986 0.0000
0 5
8 5
Q-t 2
6.0 5.0 4.0 3.0 2.0 1.0 0.0 0
1
2
V27H16C40 V = volumen H = carga C = altura compuerta
3
4
5
6
7
8
9
10
ción Transversal
3334444555566667777888
Q-t
5
6
7
8
9
10 11
12
13
0 X
Y
y
0 0 3 6 6
3 0.86 0.26 0 3
2 1.82 1.64 1.48 1.33 1.18 1.05 0.92 0.81 0.69 0.57 0.46
Varia Destino
Area Bsup. 9.9 8.8 7.8 6.81 5.89 5.02 4.21 3.46 2.77 2.13 1.57 1.07
6.00 6.00 6.00 6.00 6.00 6.00 6 6 5.73 5.14 4.56 3.98
Vol_ calc 36.7 32.7 28.8 25.2 21.8 18.6 15.6 12.8 10.2 7.9 5.8 4.0
Vol Dest 32.7 28.8 25.2 21.8 18.6 15.6 12.8 10.2 7.9 5.8 4.0
h1
h2
Q
t
1.60 1.4 1.2 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1
2 1.82 1.64 1.48 1.33 1.18 1.05 0.92 0.81 0.69 0.57 0.46
4.06 3.85 3.63 3.42 3.21 2.99 2.78 2.56 2.34 2.10 1.82 1.49
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
h^3/2 0.8 0.76 0.72 0.68 0.64 0.59 0.55 0.51 0.46 0.42 0.36 0.29 0 0 0 0 0
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.8 0.40 1.12 0.61 2.0 1
0.306
Sección Transversal 3.0 2.5 2.0 1.5 1.0
0.44 0.65
0.5 0.0 0 0 0 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0 11/10/2001 00:01:14.0 11/10/2001 00:01:15.0
t Q seg m3/s 0 0 1 4.0580 2 3.8459 3 3.6335 4 3.4206 5 3.2072 6 2.9931 7 2.7783 8 2.5625 9 2.3429 10 2.0998 11 1.8208 12 1.4869 13 0.9913 14 0.4956 15 0.0000
0 2
6 2
Q-t 0.97
5.0 4.0 3.0 2.0 1.0 0.0 0
1
2
V27H16C40 V = volumen H = carga C = altura compuerta
3
4
5
6
7
8
9
10 11 12
sversal
3 4 4 4 4 5 5 5 5 6 6 6
Q-t
6
7
8
9
10 11 12 13 14 15
0 X
Y
y
0 0 3 6 6
3 0.86 0.26 0 3
2.5 2.29 2.1 1.91 1.73 1.56 1.4 1.25 1.11 0.98 0.86 0.75 0.63 0.51 0.4
Varia Destino
Area Bsup. 12.9 11.7 10.5 9.38 8.31 7.3 6.35 5.45 4.61 3.83 3.11 2.45 1.85 1.31 0.86
6.00 6.00 6.00 6.00 6.00 6.00 6 6 6 6 6 5.44 4.85 4.27 3.71
Vol_ calc 47.8 43.3 38.9 34.7 30.8 27.0 23.5 20.2 17.1 14.2 11.5 9.1 6.8 4.9 3.2
Vol Dest 43.3 38.9 34.7 30.8 27.0 23.5 20.2 17.1 14.2 11.5 9.1 6.8 4.9 3.2
h1
h2
Q
t
2.10 1.9 1.7 1.5 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.0
2.5 2.29 2.10 1.91 1.73 1.56 1.40 1.25 1.11 0.98 0.86 0.75 0.63 0.51 0.40
4.59 4.38 4.17 3.95 3.74 3.53 3.32 3.10 2.89 2.67 2.46 2.23 1.97 1.66 1.28
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
h^3/2 0.91 0.87 0.83 0.78 0.74 0.7 0.66 0.61 0.57 0.53 0.49 0.44 0.39 0.33 0.25 0 0
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.8 0.40 1.12 0.61 2.0 1
0.3
Sección Transversal 3.0 2.5 2.0 1.5 1.0
0.44 0.65
0.5 0.0 0 0 0 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0 11/10/2001 00:01:14.0 11/10/2001 00:01:15.0 11/10/2001 00:01:16.0 11/10/2001 00:01:17.0 11/10/2001 00:01:18.0
t Q seg m3/s 0 0 1 4.5880 2 4.3767 3 4.1652 4 3.9533 5 3.7410 6 3.5284 7 3.3153 8 3.1016 9 2.8871 10 2.6719 11 2.4555 12 2.2266 13 1.9673 14 1.6648 15 1.2819 16 0.8546 17 0.4273 18 0.0000
0 2.5
6 2.5
Q-t 0.84
5.0 4.0 3.0 2.0 1.0 0.0 0
1 2
3 4 5
V27H16C40 V = volumen H = carga C = altura compuerta
6 7
8 9 10 11 12 13 14 1
sversal
3 4 4 4 4 5 5 5 5 6 6 6
Q-t
7
8 9 10 11 12 13 14 15 16 17 18
0 X
Y
y
0 0 3 6 6
3 0.86 0.26 0 3
3 2.77 2.55 2.34 2.14 1.95 1.77 1.6 1.44 1.29 1.15 1.02 0.89 0.78 0.66 0.54 0.43
Varia Destino
Area Bsup. 15.9 14.6 13.3 12 10.8 9.66 8.58 7.55 6.58 5.67 4.82 4.02 3.29 2.61 1.99 1.44 0.97
6.00 6.00 6.00 6.00 6.00 6.00 6 6 6 6 6 6 6 5.58 5 4.42 3.84
Vol_ calc 58.9 53.9 49.0 44.4 40.0 35.7 31.7 27.9 24.4 21.0 17.8 14.9 12.2 9.7 7.4 5.3 3.6
Vol Dest 53.9 49.0 44.4 40.0 35.7 31.7 27.9 24.4 21.0 17.8 14.9 12.2 9.7 7.4 5.3 3.6
h1
h2
Q
t
2.60 2.4 2.2 1.9 1.7 1.6 1.4 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.1 0.0
3 2.77 2.55 2.34 2.14 1.95 1.77 1.60 1.44 1.29 1.15 1.02 0.89 0.78 0.66 0.54 0.43
5.06 4.85 4.64 4.43 4.22 4.01 3.79 3.58 3.37 3.16 2.94 2.73 2.51 2.29 2.04 1.75 1.39
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
h^3/2 1.00 0.96 0.92 0.88 0.84 0.79 0.75 0.71 0.67 0.63 0.58 0.54 0.50 0.45 0.40 0.35 0.28
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.8 0.40 1.12 0.61 2.0 1
Sección Transversal 3.0 2.5 2.0 1.5 1.0
0.44 0.65
0.5 0.0 0 0 0 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0 11/10/2001 00:01:14.0 11/10/2001 00:01:15.0
t Q seg m3/s 0 0 1 5.0627 2 4.8520 3 4.6410 4 4.4298 5 4.2183 6 4.0065 7 3.7943 8 3.5818 9 3.3688 10 3.1552 11 2.9410 12 2.7260 13 2.5099 14 2.2866 15 2.0358 16 1.7458 17 1.3920 18 0.9280 19 0.4640 20 0.0000
0 3
6 3
Q-t 0.92
6.0 5.0 4.0 3.0 2.0 1.0 0.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1
V27H16C40 V = volumen H = carga C = altura compuerta
sversal
3 4 4 4 4 5 5 5 5 6 6 6
Q-t
7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 X
Y
y
0 0 3 6 6
3 0.86 0.26 0 3
1.6 1.46 1.32 1.2 1.07 0.96 0.86 0.75 0.65 0.54 0.44
Varia Destino
Area Bsup. 7.5 6.7 5.9 5.1 4.38 3.7 3.07 2.48 1.94 1.45 1.02
6.00 6.00 6.00 6.00 6.00 6.00 5.98 5.47 4.95 4.42 3.91
Vol_ calc 27.9 24.7 21.7 18.9 16.2 13.7 11.3 9.2 7.2 5.4 3.8
Vol Dest 24.7 21.7 18.9 16.2 13.7 11.3 9.2 7.2 5.4 3.8
h1
h2
Q
t
1.25 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1
1.6 1.46 1.32 1.20 1.07 0.96 0.86 0.75 0.65 0.54 0.44
3.16 3.00 2.83 2.67 2.51 2.34 2.18 2.01 1.81 1.59 1.34
0 1 2 3 4 5 6 7 8 9 10
h^3/2 0.63 0.59 0.56 0.53 0.5 0.46 0.43 0.4 0.36 0.32 0.27
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura
k Coef. descarga corr.
y 1 3.70 2.8 0.35 0.98 0.61 1.8 1
0.42
Sección Transversal
0.2850
3.0 2.5 2.0 1.5 1.0
0.44 0.65
0.5 0.0
0 0 0 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 Sección Nivel
11/10/2001 00:01:00.0 11/10/2001 00:01:01.0 11/10/2001 00:01:02.0 11/10/2001 00:01:03.0 11/10/2001 00:01:04.0 11/10/2001 00:01:05.0 11/10/2001 00:01:06.0 11/10/2001 00:01:07.0 11/10/2001 00:01:08.0 11/10/2001 00:01:09.0 11/10/2001 00:01:10.0 11/10/2001 00:01:11.0 11/10/2001 00:01:12.0 11/10/2001 00:01:13.0
t seg 0 1 2 3 4 5 6 7 8 9 10 11 12 13
Q m3/s 0 3.1589 2.9966 2.8340 2.6710 2.5077 2.3438 2.1793 2.0057 1.8126 1.5939 1.0626 0.5313 0.0000
0 1.6
6 1.6
Q-t 1.07
4.0
3.0
2.0
1.0
0.0 0
1
2
V27H16C40 V = volumen H = carga C = altura compuerta
3
4
5
6
7
8
9
10
ción Transversal
2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6
Q-t
5
6
7
8
9
10 11
12
13
1 X
Y
y
0 0 3.70 3.7
1 0 0 1
0.31
Varia Destino
Area
Per.
1.1 1.2 1.1 1.08 1.03 0.98 0.92 0.86 0.78 0.67 1.04 1.04
4.3 4.3 4.3 4.3 4.3 4.2 4.2 4.16 4.12 4.06 4.26 4.26
Rh
yg
0.266 0.272 0.262 0.252 0.242 0.231 0.220 0.206 0.189 0.166 0.243 0.243
0.16 0.16 0.15 0.15 0.14 0.13 0.12 0.12 0.11 0.09 0.14 0.14
Bsup. Q_ calc Q_Dest Vmanning 3.70 3.70 3.70 3.70 3.70 3.70 3.7 3.7 3.7 3.7 3.7 3.7
3.54 3.7 3.5 3.2 3.0 2.7 2.5 2.2 1.9 1.5 3.0 3.0
3.54 5.79 5.67 5.55 5.42 5.30 5.17 5.05 4.92 4.80 0.00 0.00
3.08
V2 5.15
GEOMETRIA DT Ancho canal Ancho Comp Altura Comp Area comp coef.descarga k1 tiempo apertura pendiente manning
y 1 3.70 2.8 0.40 1.12 0.61 2.0 1 0.01 0.01
0.42
0.2850
Sección Tr 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 000 000 111 111 111 222 Sección Nivel
0
Sección Transversal 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 000 000 111 111 111 2222 222 222 333 333 333 344 4 0 0.31
3.7 0.31
