Modelamiento Hidraulico de La Bocatoma en Hec Ras

CARACTERÍSTICAS INICIALES DE LAS COMPUERTAS RADIALES – BOCATOMA  

 Ancho estable = 12 m 

Compuerta de Limpia  ‐  Compuerta Radial 1  ‐  Compuerta Radial 2        

1 2L

CARACTERÍSTICAS DE LA VENTANA DE CAPTACIÓN  

Longitud total de ventana = 1.80 (longitud por ventana 0.9 m) Altura  de ventana = 1.35 m Altura de umbral = 1.00 m 

 Nota 1: La ALTURA MÍNIMA de compuerta radial para garantizar una carga hidráulica suficiente para procurar una derivación de 2.2 m3/s en época de estiaje debe ser de 2.386 m (Altura de umbral + Carga sobre umbral) Nota  2:  Por  otro  lado,  en  época  de máximas  avenidas  con  un  caudal  de  39.4 m3/s,  usando  las  compuertas  con  la  altura  antes mencionada  (2.386 m)  se  genera  una sobreelevación del tirante pudiendo provocarse un flujo sobre vertedero. Se consideró una altura de 2.5 m para lo cual se consiguieron resultados satisfactorios para los casos restantes, salvo en el que la que únicamente la Compuerta Radial 1 está cerrada.      

CONDICIÓN EN ESTIAJE – BOCATOMA CERRADA 

Q = 2.2 m3/s 

                                                               ESTRUCTURA LATERAL                                                                                                        ESTRUCTURA EN LINEA 

Carga de agua sobre el umbral de captación = 1.39 m Altura mínima de Bocatoma para lograr carga hidráulica = 2.386 m 

HEC-RAS Plan: plan 51 River: amojao Reach: toma Profile: PF 1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 930 PF 1 2.20 1280.00 1280.17 1280.18 1280.27 0.070734 1.42 1.55 9.55 1.13 0.16 0.055toma 920 PF 1 2.20 1279.00 1279.44 1279.27 1279.48 0.010001 0.93 2.37 6.27 0.48 0.44 0.055toma 910 PF 1 2.20 1279.00 1279.20 1279.20 1279.28 0.053596 1.31 1.68 9.44 0.99 0.20 0.055toma 900 PF 1 2.20 1278.00 1278.19 1278.26 1278.41 0.162948 2.06 1.07 7.08 1.69 0.19 0.055toma 890 PF 1 2.20 1277.00 1277.55 1277.47 1277.62 0.022621 1.14 1.94 7.02 0.69 0.55 0.055toma 880 PF 1 2.20 1277.00 1277.19 1277.19 1277.28 0.053664 1.34 1.65 9.13 1.00 0.19 0.055toma 870 PF 1 2.20 1276.00 1276.18 1276.25 1276.42 0.158575 2.17 1.01 6.10 1.70 0.18 0.055toma 860 PF 1 2.20 1275.40 1275.93 1275.85 1276.00 0.022707 1.20 1.84 6.21 0.70 0.53 0.055toma 850 PF 1 2.20 1275.00 1275.51 1275.51 1275.68 0.047429 1.82 1.21 3.65 1.01 0.51 0.055toma 840 PF 1 2.20 1273.56 1273.79 1274.02 1274.52 0.487355 3.78 0.58 3.38 2.90 0.23 0.055toma 830 PF 1 2.20 1272.47 1272.92 1272.94 1273.08 0.057145 1.76 1.25 4.72 1.10 0.45 0.055toma 820 PF 1 2.20 1271.36 1271.60 1271.72 1272.01 0.245456 2.87 0.77 4.20 2.14 0.24 0.055toma 810 PF 1 2.20 1270.16 1270.55 1270.58 1270.72 0.072924 1.82 1.21 5.23 1.21 0.39 0.055toma 800 PF 1 2.20 1269.02 1269.55 1269.40 1269.60 0.012485 0.99 2.22 6.31 0.53 0.53 0.055toma 790 PF 1 2.20 1269.00 1269.25 1269.25 1269.37 0.050986 1.52 1.44 6.25 1.01 0.25 0.055toma 780 PF 1 2.20 1268.00 1268.42 1268.48 1268.65 0.104286 2.13 1.03 4.62 1.44 0.42 0.055toma 770 PF 1 2.20 1268.00 1268.18 1268.18 1268.27 0.053793 1.30 1.70 9.89 1.00 0.18 0.055toma 760 PF 1 2.20 1267.00 1267.19 1267.25 1267.41 0.148238 2.12 1.04 6.15 1.64 0.19 0.055toma 750 PF 1 2.20 1266.00 1266.47 1266.48 1266.62 0.054351 1.71 1.29 4.91 1.07 0.47 0.055toma 740 PF 1 2.20 1265.26 1265.63 1265.69 1265.85 0.112491 2.09 1.05 5.17 1.48 0.37 0.055toma 730 PF 1 2.20 1264.92 1265.19 1265.19 1265.28 0.054458 1.36 1.62 8.91 1.02 0.27 0.055toma 720 PF 1 2.20 1264.00 1264.15 1264.22 1264.36 0.182949 2.02 1.09 8.16 1.77 0.15 0.055toma 710 PF 1 2.20 1263.00 1263.35 1263.35 1263.47 0.049864 1.57 1.40 5.76 1.01 0.35 0.055toma 700 PF 1 2.20 1262.25 1262.58 1262.63 1262.75 0.110891 1.87 1.18 6.80 1.44 0.33 0.055toma 690 PF 1 2.20 1261.41 1261.71 1261.73 1261.82 0.076681 1.45 1.52 9.79 1.17 0.30 0.055toma 680 PF 1 2.20 1261.00 1261.13 1261.13 1261.20 0.059943 1.13 1.94 15.07 1.01 0.13 0.055toma 670 PF 1 2.20 1260.00 1260.13 1260.18 1260.29 0.150150 1.76 1.25 9.92 1.58 0.13 0.055toma 660 PF 1 2.20 1259.10 1259.67 1259.57 1259.74 0.020568 1.20 1.83 5.71 0.68 0.57 0.055toma 650 PF 1 2.20 1259.00 1259.31 1259.31 1259.43 0.049836 1.55 1.42 5.88 1.01 0.30 0.055toma 640 PF 1 2.20 1258.00 1258.65 1258.55 1258.73 0.020005 1.21 1.82 5.52 0.67 0.65 0.055toma 630 PF 1 2.20 1258.00 1258.31 1258.31 1258.43 0.050299 1.50 1.46 6.47 1.01 0.31 0.055toma 620 PF 1 2.20 1257.00 1257.34 1257.43 1257.64 0.132563 2.42 0.91 4.04 1.63 0.34 0.055toma 610 PF 1 2.20 1256.00 1256.53 1256.56 1256.73 0.062503 1.97 1.11 3.73 1.15 0.53 0.055toma 600 PF 1 2.20 1255.00 1255.45 1255.57 1255.83 0.132874 2.72 0.81 2.89 1.64 0.45 0.055toma 590 PF 1 2.20 1255.00 1255.41 1255.24 1255.45 0.008257 0.84 2.63 7.08 0.44 0.41 0.055toma 580 PF 1 2.20 1255.00 1255.18 1255.18 1255.27 0.053464 1.32 1.67 9.34 1.00 0.18 0.055toma 570 PF 1 2.20 1254.00 1254.19 1254.26 1254.41 0.155523 2.09 1.05 6.62 1.68 0.19 0.055toma 560 PF 1 2.20 1253.00 1253.44 1253.29 1253.48 0.010560 0.91 2.42 7.01 0.49 0.44 0.055toma 550 PF 1 2.20 1253.00 1253.19 1253.19 1253.27 0.055219 1.31 1.68 9.86 1.01 0.19 0.055toma 540 PF 1 2.20 1252.00 1252.39 1252.20 1252.40 0.003741 0.51 4.30 13.61 0.29 0.39 0.055toma 530 PF 1 2.20 1251.00 1252.39 1252.39 0.000100 0.16 13.77 15.77 0.05 1.39 0.055toma 520 PF 1 2.20 1250.25 1252.39 1252.39 0.000011 0.08 27.52 17.19 0.02 2.14 0.055toma 511 Lat Structtoma 510 PF 1 0.00 1250.00 1252.39 1250.01 1252.39 0.000000 0.00 33.91 15.79 0.00 2.39 0.055

HEC-RAS Plan: plan 51 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 509 Inl Structtoma 500 PF 1 0.00 1249.00 1249.01 1249.01 1249.01 0.000393 0.02 0.13 12.01 0.05 0.01 0.055toma 495 PF 1 0.00 1249.00 1249.01 1249.01 1249.01 0.001555 0.03 0.08 12.01 0.10 0.01 0.055toma 490 PF 1 0.00 1248.00 1248.01 1248.01 1248.01 0.039685 0.16 0.01 1.57 0.53 0.01 0.055toma 480 PF 1 0.00 1246.66 1247.01 1246.69 1247.01 0.000001 0.00 0.52 3.57 0.00 0.35 0.055toma 470 PF 1 0.00 1247.00 1247.01 1247.01 1247.01 0.050172 0.14 0.02 2.31 0.56 0.01 0.055toma 460 PF 1 0.00 1246.00 1246.05 1246.01 1246.05 0.000008 0.01 0.34 7.17 0.01 0.05 0.055toma 450 PF 1 0.00 1246.00 1246.05 1246.04 1246.05 0.022386 0.21 0.01 0.46 0.45 0.04 0.055toma 440 PF 1 0.00 1245.50 1245.52 1245.52 1245.52 0.235338 0.31 0.01 1.09 1.22 0.01 0.055toma 430 PF 1 0.00 1245.00 1245.01 1245.01 1245.01 0.001222 0.04 0.06 4.49 0.10 0.01 0.055toma 420 PF 1 0.00 1244.51 1244.54 1244.54 1244.54 0.094344 0.27 0.01 0.74 0.84 0.02 0.055toma 410 PF 1 0.00 1244.00 1244.01 1244.01 1244.01 0.001705 0.03 0.07 8.00 0.11 0.01 0.055toma 400 PF 1 0.00 1243.33 1243.34 1243.36 1243.89 40.518720 3.26 0.00 0.14 14.99 0.01 0.055toma 390 PF 1 0.00 1242.03 1242.07 1242.05 1242.07 0.006850 0.12 0.02 0.87 0.25 0.03 0.055toma 380 PF 1 0.00 1241.88 1241.92 1241.92 1241.92 0.054640 0.27 0.01 0.49 0.68 0.03 0.055toma 370 PF 1 0.00 1241.00 1241.01 1241.01 1241.01 0.002272 0.04 0.06 6.87 0.13 0.01 0.055toma 360 PF 1 0.00 1240.00 1240.02 1240.01 1240.02 0.001434 0.04 0.05 3.17 0.11 0.02 0.055toma 350 PF 1 0.00 1239.42 1239.43 1239.43 1239.43 0.165585 0.21 0.01 2.10 0.97 0.01 0.055toma 340 PF 1 0.00 1239.00 1239.01 1239.01 1239.01 0.004902 0.04 0.05 8.17 0.17 0.01 0.055toma 330 PF 1 0.00 1238.00 1238.04 1238.01 1238.04 0.000084 0.02 0.11 2.57 0.03 0.04 0.055toma 320 PF 1 0.00 1238.00 1238.04 1238.04 0.000018 0.01 0.23 5.31 0.01 0.04 0.055toma 310 PF 1 0.00 1238.00 1238.04 1238.04 1238.04 0.087330 0.36 0.01 0.34 0.86 0.04 0.055toma 300 PF 1 0.00 1237.00 1237.04 1237.02 1237.04 0.007813 0.14 0.02 0.55 0.28 0.04 0.055toma 290 PF 1 0.00 1237.00 1237.01 1237.01 1237.01 0.001715 0.03 0.07 7.69 0.11 0.01 0.055toma 280 PF 1 0.00 1235.91 1235.94 1235.94 1235.94 0.106848 0.30 0.01 0.66 0.90 0.02 0.055toma 270 PF 1 0.00 1235.00 1235.01 1235.01 1235.01 0.010035 0.06 0.04 6.03 0.25 0.01 0.055toma 260 PF 1 0.00 1234.00 1234.01 1234.01 1234.01 0.014801 0.08 0.03 4.14 0.31 0.01 0.055toma 250 PF 1 0.00 1233.05 1233.06 1233.07 1233.09 1.951518 0.85 0.00 0.42 3.47 0.01 0.055toma 240 PF 1 0.00 1233.00 1233.01 1233.01 1233.01 0.003455 0.04 0.06 10.13 0.15 0.01 0.055toma 230 PF 1 0.00 1232.00 1232.01 1232.01 1232.01 0.005834 0.05 0.05 7.83 0.19 0.01 0.055toma 220 PF 1 0.00 1231.81 1231.83 1231.84 1231.85 0.389978 0.54 0.00 0.40 1.68 0.02 0.055toma 210 PF 1 0.00 1231.00 1231.01 1231.01 1231.01 0.007578 0.06 0.04 5.28 0.22 0.01 0.055toma 200 PF 1 0.00 1230.19 1230.20 1230.20 1230.21 0.027705 0.15 0.01 1.37 0.45 0.01 0.055toma 190 PF 1 0.00 1229.65 1229.67 1229.67 1229.67 0.142168 0.32 0.01 0.69 1.01 0.02 0.055toma 180 PF 1 0.00 1228.11 1228.12 1228.12 1228.12 0.308478 0.34 0.01 1.04 1.38 0.01 0.055toma 170 PF 1 0.00 1227.25 1227.27 1227.27 1227.28 0.168324 0.37 0.01 0.52 1.12 0.02 0.055toma 160 PF 1 0.00 1225.77 1225.78 1225.78 1225.79 0.153823 0.30 0.01 0.86 1.03 0.01 0.055toma 150 PF 1 0.00 1225.00 1225.01 1225.01 1225.01 0.005844 0.06 0.04 4.39 0.20 0.01 0.055toma 140 PF 1 0.00 1223.71 1223.72 1223.72 1223.73 0.260653 0.31 0.01 1.12 1.27 0.01 0.055toma 130 PF 1 0.00 1222.21 1222.21 1222.22 1222.51 53.627700 2.42 0.00 0.37 15.61 0.00 0.055toma 120 PF 1 0.00 1221.00 1221.01 1221.01 1221.01 0.009986 0.07 0.03 4.88 0.25 0.01 0.055toma 110 PF 1 0.00 1220.00 1220.01 1220.01 1220.01 0.003620 0.04 0.05 6.89 0.15 0.01 0.055toma 100 PF 1 0.00 1219.00 1219.03 1219.01 1219.03 0.001095 0.05 0.04 1.49 0.10 0.03 0.055toma 90 PF 1 0.00 1219.00 1219.01 1219.01 1219.01 0.009845 0.06 0.04 5.88 0.25 0.01 0.055

HEC-RAS Plan: plan 51 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 80 PF 1 0.00 1218.00 1218.02 1218.01 1218.02 0.000740 0.03 0.07 3.70 0.08 0.02 0.055toma 70 PF 1 0.00 1218.00 1218.01 1218.01 1218.01 0.003803 0.04 0.06 8.60 0.15 0.01 0.055toma 60 PF 1 0.00 1217.00 1217.01 1217.01 1217.01 0.015006 0.08 0.03 3.64 0.31 0.01 0.055toma 50 PF 1 0.00 1216.00 1216.01 1216.01 1216.01 0.063712 0.18 0.01 1.60 0.65 0.01 0.055toma 40 PF 1 0.00 1215.17 1215.22 1215.20 1215.22 0.006360 0.12 0.02 0.74 0.25 0.05 0.055toma 30 PF 1 0.00 1215.00 1215.04 1215.04 1215.05 0.134051 0.44 0.00 0.28 1.06 0.04 0.055toma 20 PF 1 0.00 1214.40 1214.44 1214.43 1214.44 0.021766 0.19 0.01 0.61 0.44 0.04 0.055toma 10 PF 1 0.00 1213.94 1213.95 1213.95 1213.96 0.177434 0.34 0.01 0.71 1.12 0.02 0.055

0 5 10 15 20 25 301250

1251

1252

1253

1254

1255

1256

Plan 51 28/02/2014 RS = 509 IS CAUDAL=39.4 m3/S

Station (m)

Ele

vatio

n (m

)

Legend

WS PF 1

EG PF 1

Ground

Ineff

Bank Sta

.055

CONDICIÓN EN AVENIDAS MÁXIMAS Q = 39.4 m3/s 

CASO 1  Compuerta de limpia  =  Abierta Compuerta Radial 1  =  Abierta Compuerta Radial 2  =  Abierta                                           

                                                                ESTRUCTURA LATERAL                                                                                                     ESTRUCTURA EN LINEA 

 Carga de agua sobre el umbral de captación = 0.23 m 

Caudal derivado = 0.12 m3/s   

HEC-RAS Plan: plan 52 River: amojao Reach: toma Profile: PF 1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 930 PF 1 39.40 1280.00 1280.93 1281.17 1281.81 0.070708 4.15 9.48 11.14 1.44 0.93 0.055toma 920 PF 1 39.40 1279.00 1280.34 1280.54 1281.18 0.055181 4.06 9.71 9.72 1.30 1.34 0.055toma 910 PF 1 39.40 1279.00 1279.94 1280.09 1280.53 0.058177 3.40 11.60 16.18 1.28 0.94 0.055toma 900 PF 1 39.40 1278.00 1278.88 1279.15 1279.73 0.109705 4.07 9.67 16.93 1.72 0.88 0.055toma 890 PF 1 39.40 1277.00 1278.42 1278.51 1278.95 0.046600 3.22 12.24 15.90 1.17 1.42 0.055toma 880 PF 1 39.40 1277.00 1278.18 1278.18 1278.62 0.033080 2.93 13.45 15.57 1.01 1.18 0.055toma 870 PF 1 39.40 1276.00 1277.16 1277.46 1278.09 0.076256 4.28 9.21 11.20 1.51 1.16 0.055toma 860 PF 1 39.40 1275.40 1277.07 1276.87 1277.30 0.021075 2.14 18.43 23.19 0.77 1.67 0.055toma 850 PF 1 39.40 1275.00 1276.64 1276.64 1277.01 0.038754 2.68 14.68 20.09 1.00 1.64 0.055toma 840 PF 1 39.40 1273.56 1274.59 1275.01 1276.11 0.235311 5.46 7.21 13.48 2.38 1.02 0.055toma 830 PF 1 39.40 1272.47 1273.77 1273.97 1274.46 0.092288 3.67 10.74 19.35 1.57 1.30 0.055toma 820 PF 1 39.40 1271.36 1272.78 1273.05 1273.64 0.069758 4.12 9.56 11.49 1.44 1.42 0.055toma 810 PF 1 39.40 1270.16 1271.42 1271.83 1272.74 0.107525 5.10 7.72 9.24 1.78 1.25 0.055toma 800 PF 1 39.40 1269.02 1270.18 1270.60 1271.57 0.126922 5.23 7.54 9.90 1.91 1.16 0.055toma 790 PF 1 39.40 1269.00 1270.48 1270.48 1271.03 0.031775 3.30 11.95 10.91 1.01 1.48 0.055toma 780 PF 1 39.40 1268.00 1269.33 1269.69 1270.46 0.100006 4.69 8.40 11.04 1.72 1.33 0.055toma 770 PF 1 39.40 1268.00 1268.98 1269.11 1269.60 0.052157 3.51 11.23 14.09 1.25 0.98 0.055toma 760 PF 1 39.40 1267.00 1268.16 1268.39 1269.00 0.065161 4.06 9.70 11.20 1.39 1.16 0.055toma 750 PF 1 39.40 1266.00 1267.39 1267.66 1268.29 0.076019 4.20 9.38 11.84 1.51 1.39 0.055toma 740 PF 1 39.40 1265.26 1266.49 1266.78 1267.42 0.101126 4.25 9.26 14.36 1.69 1.24 0.055toma 730 PF 1 39.40 1264.92 1265.96 1266.10 1266.56 0.059699 3.42 11.52 16.82 1.32 1.04 0.055toma 720 PF 1 39.40 1264.00 1264.86 1265.14 1265.76 0.101331 4.21 9.36 14.91 1.70 0.86 0.055toma 710 PF 1 39.40 1263.00 1264.28 1264.44 1264.96 0.056661 3.64 10.82 13.60 1.30 1.28 0.055toma 700 PF 1 39.40 1262.25 1263.25 1263.53 1264.18 0.104847 4.26 9.24 14.74 1.72 1.00 0.055toma 690 PF 1 39.40 1261.41 1262.32 1262.56 1263.14 0.097070 4.01 9.82 16.20 1.64 0.90 0.055toma 680 PF 1 39.40 1261.00 1261.73 1261.87 1262.31 0.060299 3.36 11.71 17.51 1.31 0.73 0.055toma 670 PF 1 39.40 1260.00 1260.91 1261.11 1261.66 0.065527 3.85 10.23 13.09 1.39 0.91 0.055toma 660 PF 1 39.40 1259.10 1260.89 1260.79 1261.33 0.024906 2.97 13.28 11.98 0.90 1.79 0.055toma 650 PF 1 39.40 1259.00 1260.52 1260.52 1261.05 0.031943 3.22 12.24 11.74 1.01 1.52 0.055toma 640 PF 1 39.40 1258.00 1259.47 1259.78 1260.51 0.084204 4.51 8.74 10.48 1.58 1.47 0.055toma 630 PF 1 39.40 1258.00 1259.42 1259.42 1259.93 0.032219 3.17 12.41 12.12 1.00 1.42 0.055toma 620 PF 1 39.40 1257.00 1258.32 1258.65 1259.37 0.091173 4.53 8.69 11.17 1.64 1.32 0.055toma 610 PF 1 39.40 1256.00 1257.68 1257.93 1258.54 0.066185 4.11 9.59 11.12 1.41 1.68 0.055toma 600 PF 1 39.40 1255.00 1256.75 1257.07 1257.82 0.075406 4.58 8.59 9.06 1.50 1.75 0.055toma 590 PF 1 39.40 1255.00 1256.23 1256.45 1257.09 0.058583 4.11 9.59 9.93 1.33 1.23 0.055toma 580 PF 1 39.40 1255.00 1256.18 1256.18 1256.68 0.032564 3.14 12.54 12.61 1.01 1.18 0.055toma 570 PF 1 39.40 1254.00 1254.90 1255.23 1256.03 0.135533 4.71 8.36 13.94 1.94 0.90 0.055toma 560 PF 1 39.40 1253.00 1254.24 1254.47 1255.01 0.064816 3.90 10.10 12.62 1.39 1.24 0.055toma 550 PF 1 39.40 1253.00 1254.00 1254.02 1254.43 0.037646 2.91 13.55 17.63 1.06 1.00 0.055toma 540 PF 1 39.40 1252.00 1252.69 1253.00 1253.72 0.133721 4.49 8.77 15.44 1.90 0.69 0.055toma 530 PF 1 39.40 1251.00 1252.28 1252.37 1252.83 0.048075 3.26 12.07 15.43 1.18 1.28 0.055toma 520 PF 1 39.40 1250.25 1251.23 1251.50 1252.13 0.095708 4.20 9.37 14.03 1.64 0.98 0.055toma 511 Lat Structtoma 510 PF 1 39.28 1250.00 1251.27 1250.97 1251.53 0.013509 2.25 17.49 14.35 0.65 1.27 0.055

HEC-RAS Plan: plan 52 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 509 Inl Structtoma 500 PF 1 39.28 1249.00 1250.37 1250.01 1250.63 0.013178 2.28 17.21 13.26 0.64 1.37 0.055toma 495 PF 1 39.28 1249.00 1250.02 1250.02 1250.51 0.034371 3.11 12.62 12.85 1.00 1.02 0.055toma 490 PF 1 39.28 1248.00 1249.16 1249.47 1250.19 0.087332 4.52 8.70 10.86 1.61 1.15 0.055toma 480 PF 1 39.28 1246.66 1249.21 1248.88 1249.66 0.021173 2.99 13.15 8.32 0.76 2.55 0.055toma 470 PF 1 39.28 1247.00 1248.77 1248.77 1249.38 0.035052 3.46 11.34 9.42 1.01 1.77 0.055toma 460 PF 1 39.28 1246.00 1248.05 1247.28 1248.20 0.005622 1.71 22.99 15.37 0.45 2.05 0.055toma 450 PF 1 39.28 1246.00 1247.60 1247.60 1248.05 0.032603 2.98 13.20 14.87 1.01 1.60 0.055toma 440 PF 1 39.28 1245.50 1246.39 1246.72 1247.45 0.113327 4.54 8.65 13.27 1.80 0.89 0.055toma 430 PF 1 39.28 1245.00 1246.20 1246.24 1246.61 0.040814 2.83 13.87 20.11 1.09 1.20 0.055toma 420 PF 1 39.28 1244.51 1245.69 1245.76 1246.19 0.042403 3.13 12.57 15.91 1.12 1.18 0.055toma 410 PF 1 39.28 1244.00 1245.02 1245.19 1245.68 0.057158 3.61 10.89 13.86 1.30 1.02 0.055toma 400 PF 1 39.28 1243.33 1244.62 1244.70 1245.14 0.044403 3.21 12.24 15.52 1.15 1.28 0.055toma 390 PF 1 39.28 1242.03 1243.08 1243.45 1244.32 0.154129 4.93 7.96 13.68 2.06 1.04 0.055toma 380 PF 1 39.28 1241.88 1243.30 1243.30 1243.72 0.032695 2.89 13.61 16.10 1.00 1.42 0.055toma 370 PF 1 39.28 1241.00 1241.77 1242.15 1243.03 0.156069 4.96 7.92 13.63 2.08 0.77 0.055toma 360 PF 1 39.28 1240.00 1241.35 1241.50 1242.04 0.050445 3.66 10.75 12.27 1.25 1.35 0.055toma 350 PF 1 39.28 1239.42 1240.59 1240.83 1241.44 0.068031 4.07 9.66 11.73 1.43 1.17 0.055toma 340 PF 1 39.28 1239.00 1240.01 1240.21 1240.78 0.059229 3.87 10.14 11.88 1.34 1.01 0.055toma 330 PF 1 39.28 1238.00 1240.08 1239.75 1240.42 0.015044 2.57 15.26 11.29 0.71 2.08 0.055toma 320 PF 1 39.28 1238.00 1239.99 1239.52 1240.27 0.011620 2.34 16.78 11.71 0.62 1.99 0.055toma 310 PF 1 39.28 1238.00 1239.58 1239.58 1240.07 0.031806 3.09 12.72 13.10 1.00 1.58 0.055toma 300 PF 1 39.28 1237.00 1238.48 1238.80 1239.52 0.082173 4.52 8.69 10.17 1.56 1.48 0.055toma 290 PF 1 39.28 1237.00 1237.95 1238.15 1238.73 0.063172 3.91 10.04 12.12 1.37 0.95 0.055toma 280 PF 1 39.28 1235.91 1236.81 1237.14 1237.89 0.106045 4.62 8.50 11.82 1.74 0.89 0.055toma 270 PF 1 39.28 1235.00 1236.03 1236.30 1236.97 0.074136 4.31 9.10 10.57 1.48 1.03 0.055toma 260 PF 1 39.28 1234.00 1235.16 1235.47 1236.20 0.078163 4.52 8.69 9.80 1.53 1.16 0.055toma 250 PF 1 39.28 1233.05 1234.08 1234.42 1235.21 0.127927 4.72 8.32 13.22 1.90 1.03 0.055toma 240 PF 1 39.28 1233.00 1234.05 1234.05 1234.49 0.032811 2.93 13.42 15.58 1.01 1.05 0.055toma 230 PF 1 39.28 1232.00 1232.80 1233.15 1233.85 0.124387 4.55 8.64 13.26 1.80 0.80 0.055toma 220 PF 1 39.28 1231.81 1232.94 1232.94 1233.29 0.035839 2.62 14.98 21.93 1.01 1.13 0.055toma 210 PF 1 39.28 1231.00 1232.02 1232.23 1232.72 0.088984 3.70 10.62 18.05 1.54 1.02 0.055toma 200 PF 1 39.28 1230.19 1231.26 1231.42 1231.80 0.085479 3.25 12.07 24.77 1.49 1.07 0.055toma 190 PF 1 39.28 1229.65 1230.60 1230.70 1231.06 0.061227 2.99 13.13 23.82 1.29 0.96 0.055toma 180 PF 1 39.28 1228.11 1229.27 1229.59 1230.22 0.106497 4.32 9.09 14.37 1.73 1.16 0.055toma 170 PF 1 39.28 1227.25 1228.68 1228.89 1229.43 0.052649 3.83 10.25 11.10 1.27 1.43 0.055toma 160 PF 1 39.28 1225.77 1227.05 1227.58 1228.56 0.133324 5.44 7.22 9.09 1.95 1.28 0.055toma 150 PF 1 39.28 1225.00 1226.15 1226.52 1227.27 0.103998 4.69 8.38 11.29 1.74 1.15 0.055toma 140 PF 1 39.28 1223.71 1224.60 1224.95 1225.85 0.199766 4.97 7.90 16.12 2.27 0.88 0.055toma 130 PF 1 39.28 1222.21 1223.00 1223.35 1224.14 0.142808 4.74 8.29 14.23 1.98 0.79 0.055toma 120 PF 1 39.28 1221.00 1221.86 1222.19 1222.90 0.103785 4.51 8.71 12.54 1.73 0.86 0.055toma 110 PF 1 39.28 1220.00 1220.97 1221.27 1221.94 0.086055 4.35 9.02 11.76 1.59 0.97 0.055toma 100 PF 1 39.28 1219.00 1221.01 1220.67 1221.26 0.013241 2.25 17.46 14.98 0.67 2.00 0.055toma 90 PF 1 39.28 1219.00 1220.51 1220.51 1221.04 0.032279 3.22 12.18 11.51 1.00 1.51 0.055

HEC-RAS Plan: plan 52 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 80 PF 1 39.28 1218.00 1219.37 1219.73 1220.45 0.106010 4.59 8.55 11.46 1.70 1.37 0.055toma 70 PF 1 39.28 1218.00 1218.94 1219.08 1219.52 0.059482 3.39 11.60 16.59 1.29 0.94 0.055toma 60 PF 1 39.28 1217.00 1218.36 1218.48 1218.98 0.049041 3.49 11.24 12.94 1.20 1.36 0.055toma 50 PF 1 39.28 1216.00 1217.55 1217.80 1218.39 0.065598 4.07 9.64 11.07 1.39 1.55 0.055toma 40 PF 1 39.28 1215.17 1216.68 1216.98 1217.66 0.079348 4.38 8.97 10.65 1.52 1.52 0.055toma 30 PF 1 39.28 1215.00 1216.79 1216.79 1217.20 0.033986 2.84 13.81 17.07 1.01 1.79 0.055toma 20 PF 1 39.28 1214.40 1215.79 1216.07 1216.68 0.071568 4.18 9.40 11.23 1.46 1.39 0.055toma 10 PF 1 39.28 1213.94 1215.10 1215.37 1215.89 0.080471 3.92 10.02 14.51 1.51 1.17 0.055

0 5 10 15 20 25 301250

1251

1252

1253

1254

1255

1256

Plan 52 28/02/2014 RS = 509 IS CAUDAL=39.4 m3/S

Station (m)

Ele

vatio

n (m

)

Legend

EG PF 1

WS PF 1

Ground

Ineff

Bank Sta

.055

480 490 500 510 520

1248

1250

1252

1254

Plan 52 28/02/2014 CAUDAL=39.4 m3/S

Main Channel Distance (m)

Ele

vatio

n (m

)

Legend

EG PF 1

Crit PF 1

WS PF 1

Ground

amojao toma

CONDICIÓN EN AVENIDAS MÁXIMAS CASO 2  Compuerta de limpia  =  Abierta Compuerta Radial 1  =  Abierta Compuerta Radial 2  =  Cerrada                                      

                                                          ESTRUCTURA LATERAL                                                                                                       ESTRUCTURA EN LINEA    

 Carga de agua sobre el umbral de captación = 1.24 m 

Caudal derivado = 1.20 m3/s  

HEC-RAS Plan: plan 53 River: amojao Reach: toma Profile: PF 1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 930 PF 1 39.40 1280.00 1280.93 1281.17 1281.81 0.070708 4.15 9.48 11.14 1.44 0.93 0.055toma 920 PF 1 39.40 1279.00 1280.34 1280.54 1281.18 0.055181 4.06 9.71 9.72 1.30 1.34 0.055toma 910 PF 1 39.40 1279.00 1279.94 1280.09 1280.53 0.058177 3.40 11.60 16.18 1.28 0.94 0.055toma 900 PF 1 39.40 1278.00 1278.88 1279.15 1279.73 0.109705 4.07 9.67 16.93 1.72 0.88 0.055toma 890 PF 1 39.40 1277.00 1278.42 1278.51 1278.95 0.046600 3.22 12.24 15.90 1.17 1.42 0.055toma 880 PF 1 39.40 1277.00 1278.18 1278.18 1278.62 0.033080 2.93 13.45 15.57 1.01 1.18 0.055toma 870 PF 1 39.40 1276.00 1277.16 1277.46 1278.09 0.076256 4.28 9.21 11.20 1.51 1.16 0.055toma 860 PF 1 39.40 1275.40 1277.07 1276.87 1277.30 0.021075 2.14 18.43 23.19 0.77 1.67 0.055toma 850 PF 1 39.40 1275.00 1276.64 1276.64 1277.01 0.038754 2.68 14.68 20.09 1.00 1.64 0.055toma 840 PF 1 39.40 1273.56 1274.59 1275.01 1276.11 0.235311 5.46 7.21 13.48 2.38 1.02 0.055toma 830 PF 1 39.40 1272.47 1273.77 1273.97 1274.46 0.092288 3.67 10.74 19.35 1.57 1.30 0.055toma 820 PF 1 39.40 1271.36 1272.78 1273.05 1273.64 0.069758 4.12 9.56 11.49 1.44 1.42 0.055toma 810 PF 1 39.40 1270.16 1271.42 1271.83 1272.74 0.107525 5.10 7.72 9.24 1.78 1.25 0.055toma 800 PF 1 39.40 1269.02 1270.18 1270.60 1271.57 0.126922 5.23 7.54 9.90 1.91 1.16 0.055toma 790 PF 1 39.40 1269.00 1270.48 1270.48 1271.03 0.031775 3.30 11.95 10.91 1.01 1.48 0.055toma 780 PF 1 39.40 1268.00 1269.33 1269.69 1270.46 0.100006 4.69 8.40 11.04 1.72 1.33 0.055toma 770 PF 1 39.40 1268.00 1268.98 1269.11 1269.60 0.052157 3.51 11.23 14.09 1.25 0.98 0.055toma 760 PF 1 39.40 1267.00 1268.16 1268.39 1269.00 0.065161 4.06 9.70 11.20 1.39 1.16 0.055toma 750 PF 1 39.40 1266.00 1267.39 1267.66 1268.29 0.076019 4.20 9.38 11.84 1.51 1.39 0.055toma 740 PF 1 39.40 1265.26 1266.49 1266.78 1267.42 0.101126 4.25 9.26 14.36 1.69 1.24 0.055toma 730 PF 1 39.40 1264.92 1265.96 1266.10 1266.56 0.059699 3.42 11.52 16.82 1.32 1.04 0.055toma 720 PF 1 39.40 1264.00 1264.86 1265.14 1265.76 0.101331 4.21 9.36 14.91 1.70 0.86 0.055toma 710 PF 1 39.40 1263.00 1264.28 1264.44 1264.96 0.056661 3.64 10.82 13.60 1.30 1.28 0.055toma 700 PF 1 39.40 1262.25 1263.25 1263.53 1264.18 0.104847 4.26 9.24 14.74 1.72 1.00 0.055toma 690 PF 1 39.40 1261.41 1262.32 1262.56 1263.14 0.097070 4.01 9.82 16.20 1.64 0.90 0.055toma 680 PF 1 39.40 1261.00 1261.73 1261.87 1262.31 0.060299 3.36 11.71 17.51 1.31 0.73 0.055toma 670 PF 1 39.40 1260.00 1260.91 1261.11 1261.66 0.065527 3.85 10.23 13.09 1.39 0.91 0.055toma 660 PF 1 39.40 1259.10 1260.89 1260.79 1261.34 0.024672 2.96 13.33 11.99 0.90 1.79 0.055toma 650 PF 1 39.40 1259.00 1260.52 1260.52 1261.05 0.031943 3.22 12.24 11.74 1.01 1.52 0.055toma 640 PF 1 39.40 1258.00 1259.47 1259.78 1260.51 0.084204 4.51 8.74 10.48 1.58 1.47 0.055toma 630 PF 1 39.40 1258.00 1259.42 1259.42 1259.93 0.032219 3.17 12.41 12.12 1.00 1.42 0.055toma 620 PF 1 39.40 1257.00 1258.32 1258.65 1259.37 0.091173 4.53 8.69 11.17 1.64 1.32 0.055toma 610 PF 1 39.40 1256.00 1257.68 1257.93 1258.54 0.066185 4.11 9.59 11.12 1.41 1.68 0.055toma 600 PF 1 39.40 1255.00 1256.75 1257.07 1257.82 0.075406 4.58 8.59 9.06 1.50 1.75 0.055toma 590 PF 1 39.40 1255.00 1256.23 1256.45 1257.09 0.058583 4.11 9.59 9.93 1.33 1.23 0.055toma 580 PF 1 39.40 1255.00 1256.18 1256.18 1256.68 0.032564 3.14 12.54 12.61 1.01 1.18 0.055toma 570 PF 1 39.40 1254.00 1254.90 1255.23 1256.03 0.135533 4.71 8.36 13.94 1.94 0.90 0.055toma 560 PF 1 39.40 1253.00 1254.24 1254.47 1255.01 0.064816 3.90 10.10 12.62 1.39 1.24 0.055toma 550 PF 1 39.40 1253.00 1254.00 1254.02 1254.43 0.037646 2.91 13.55 17.63 1.06 1.00 0.055toma 540 PF 1 39.40 1252.00 1252.69 1253.00 1253.72 0.133721 4.49 8.77 15.44 1.90 0.69 0.055toma 530 PF 1 39.40 1251.00 1252.28 1252.37 1252.83 0.048075 3.26 12.07 15.43 1.18 1.28 0.055toma 520 PF 1 39.40 1250.25 1252.24 1251.50 1252.36 0.004948 1.58 24.88 16.77 0.42 1.98 0.055toma 511 Lat Structtoma 510 PF 1 38.22 1250.00 1252.24 1250.95 1252.32 0.001944 1.21 31.69 15.57 0.26 2.24 0.055

HEC-RAS Plan: plan 53 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 509 Inl Structtoma 500 PF 1 38.22 1249.00 1250.35 1250.00 1250.61 0.013122 2.26 16.93 13.23 0.64 1.35 0.055toma 495 PF 1 38.22 1249.00 1250.00 1250.00 1250.48 0.034579 3.09 12.37 12.83 1.00 1.00 0.055toma 490 PF 1 38.22 1248.00 1249.14 1249.45 1250.17 0.088627 4.50 8.50 10.81 1.62 1.14 0.055toma 480 PF 1 38.22 1246.66 1249.19 1248.85 1249.63 0.020805 2.95 12.96 8.25 0.75 2.53 0.055toma 470 PF 1 38.22 1247.00 1248.75 1248.75 1249.35 0.035088 3.44 11.12 9.35 1.01 1.75 0.055toma 460 PF 1 38.22 1246.00 1248.02 1247.26 1248.17 0.005544 1.69 22.65 15.28 0.44 2.02 0.055toma 450 PF 1 38.22 1246.00 1247.58 1247.58 1248.03 0.032661 2.96 12.93 14.74 1.01 1.58 0.055toma 440 PF 1 38.22 1245.50 1246.38 1246.70 1247.42 0.114181 4.51 8.47 13.20 1.80 0.88 0.055toma 430 PF 1 38.22 1245.00 1246.19 1246.23 1246.59 0.040316 2.79 13.68 20.08 1.08 1.19 0.055toma 420 PF 1 38.22 1244.51 1245.67 1245.74 1246.16 0.042936 3.11 12.27 15.78 1.13 1.16 0.055toma 410 PF 1 38.22 1244.00 1245.00 1245.17 1245.66 0.056431 3.60 10.62 13.41 1.29 1.00 0.055toma 400 PF 1 38.22 1243.33 1244.60 1244.68 1245.12 0.044887 3.20 11.96 15.38 1.16 1.26 0.055toma 390 PF 1 38.22 1242.03 1243.07 1243.43 1244.29 0.155299 4.90 7.80 13.63 2.07 1.03 0.055toma 380 PF 1 38.22 1241.88 1243.28 1243.28 1243.70 0.033296 2.88 13.27 15.96 1.01 1.40 0.055toma 370 PF 1 38.22 1241.00 1241.76 1242.14 1243.00 0.156415 4.92 7.77 13.53 2.07 0.76 0.055toma 360 PF 1 38.22 1240.00 1241.34 1241.48 1242.01 0.050407 3.62 10.55 12.20 1.24 1.34 0.055toma 350 PF 1 38.22 1239.42 1240.58 1240.81 1241.41 0.068306 4.04 9.47 11.67 1.43 1.16 0.055toma 340 PF 1 38.22 1239.00 1240.00 1240.19 1240.75 0.059063 3.83 9.97 11.82 1.33 1.00 0.055toma 330 PF 1 38.22 1238.00 1240.06 1239.72 1240.39 0.014897 2.55 15.02 11.21 0.70 2.06 0.055toma 320 PF 1 38.22 1238.00 1239.97 1240.24 0.011447 2.31 16.54 11.64 0.62 1.97 0.055toma 310 PF 1 38.22 1238.00 1239.56 1239.56 1240.04 0.031956 3.07 12.46 13.00 1.00 1.56 0.055toma 300 PF 1 38.22 1237.00 1238.46 1238.78 1239.50 0.083297 4.51 8.48 10.09 1.57 1.46 0.055toma 290 PF 1 38.22 1237.00 1237.94 1238.13 1238.70 0.062235 3.86 9.91 12.09 1.36 0.94 0.055toma 280 PF 1 38.22 1235.91 1236.79 1237.12 1237.87 0.106891 4.59 8.33 11.77 1.74 0.88 0.055toma 270 PF 1 38.22 1235.00 1236.01 1236.28 1236.94 0.073904 4.27 8.95 10.53 1.48 1.01 0.055toma 260 PF 1 38.22 1234.00 1235.15 1235.45 1236.17 0.078302 4.48 8.53 9.75 1.53 1.15 0.055toma 250 PF 1 38.22 1233.05 1234.07 1234.41 1235.18 0.127674 4.67 8.18 13.18 1.89 1.02 0.055toma 240 PF 1 38.22 1233.00 1234.04 1234.04 1234.47 0.033043 2.91 13.15 15.49 1.01 1.04 0.055toma 230 PF 1 38.22 1232.00 1232.79 1233.14 1233.83 0.125510 4.52 8.46 13.20 1.80 0.79 0.055toma 220 PF 1 38.22 1231.81 1232.93 1232.93 1233.27 0.035309 2.58 14.79 21.90 1.00 1.12 0.055toma 210 PF 1 38.22 1231.00 1232.01 1232.22 1232.70 0.090833 3.69 10.36 17.97 1.55 1.01 0.055toma 200 PF 1 38.22 1230.19 1231.26 1231.41 1231.78 0.083845 3.20 11.93 24.71 1.47 1.07 0.055toma 190 PF 1 38.22 1229.65 1230.59 1230.70 1231.04 0.062260 2.98 12.83 23.74 1.29 0.94 0.055toma 180 PF 1 38.22 1228.11 1229.25 1229.58 1230.20 0.105890 4.30 8.88 14.03 1.73 1.14 0.055toma 170 PF 1 38.22 1227.25 1228.66 1228.87 1229.40 0.053550 3.82 10.00 11.00 1.28 1.41 0.055toma 160 PF 1 38.22 1225.77 1227.03 1227.55 1228.52 0.134229 5.41 7.07 9.04 1.95 1.26 0.055toma 150 PF 1 38.22 1225.00 1226.14 1226.50 1227.24 0.103004 4.64 8.23 11.17 1.73 1.14 0.055toma 140 PF 1 38.22 1223.71 1224.58 1224.94 1225.83 0.198912 4.94 7.73 15.86 2.26 0.87 0.055toma 130 PF 1 38.22 1222.21 1222.99 1223.33 1224.12 0.143711 4.70 8.12 14.16 1.98 0.78 0.055toma 120 PF 1 38.22 1221.00 1221.85 1222.17 1222.87 0.103656 4.47 8.55 12.47 1.72 0.85 0.055toma 110 PF 1 38.22 1220.00 1220.96 1221.25 1221.91 0.086108 4.32 8.85 11.68 1.58 0.96 0.055toma 100 PF 1 38.22 1219.00 1220.98 1220.65 1221.24 0.013270 2.23 17.11 14.86 0.66 1.98 0.055toma 90 PF 1 38.22 1219.00 1220.48 1220.48 1221.01 0.032735 3.22 11.87 11.36 1.01 1.48 0.055

HEC-RAS Plan: plan 53 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 80 PF 1 38.22 1218.00 1219.36 1219.66 1220.42 0.106139 4.55 8.39 11.41 1.70 1.36 0.055toma 70 PF 1 38.22 1218.00 1218.93 1219.06 1219.50 0.058702 3.35 11.43 16.50 1.28 0.92 0.055toma 60 PF 1 38.22 1217.00 1218.34 1218.46 1218.95 0.049483 3.48 10.99 12.81 1.20 1.34 0.055toma 50 PF 1 38.22 1216.00 1217.53 1217.78 1218.36 0.065905 4.05 9.44 10.97 1.39 1.53 0.055toma 40 PF 1 38.22 1215.17 1216.67 1216.96 1217.63 0.079167 4.34 8.80 10.56 1.52 1.50 0.055toma 30 PF 1 38.22 1215.00 1216.77 1216.77 1217.18 0.033874 2.82 13.57 16.96 1.01 1.77 0.055toma 20 PF 1 38.22 1214.40 1215.77 1216.05 1216.65 0.072913 4.17 9.17 11.14 1.47 1.37 0.055toma 10 PF 1 38.22 1213.94 1215.08 1215.35 1215.87 0.078140 3.91 9.77 13.86 1.49 1.15 0.055

0 5 10 15 20 25 301250

1251

1252

1253

1254

1255

1256

Plan53 28/02/2014 RS = 509 IS CAUDAL=39.4 m3/S

Station (m)

Ele

vatio

n (m

)

Legend

EG PF 1

WS PF 1

Ground

Ineff

Bank Sta

.055

480 490 500 510 520

1248

1249

1250

1251

1252

1253

1254

Plan53 28/02/2014 CAUDAL=39.4 m3/S

Main Channel Distance (m)

Ele

vatio

n (m

)

Legend

EG PF 1

Crit PF 1

WS PF 1

Ground

amojao toma

CONDICIÓN EN AVENIDAS MÁXIMAS  

CASO 3 CONSIDERANDO UNA ALTURA DE COMPUERTA DE 2.50 m PARA EVITAR FLUJO COMO VERTEDERO Compuerta de limpia  =  Abierta Compuerta Radial 1  =  Cerrada  Compuerta Radial 2  =  Abierta  

                                                                ESTRUCTURA LATERAL                                                                                                        ESTRUCTURA EN LINEA 

Carga de agua sobre el umbral de captación = 1.24 m Caudal derivado = 1.2 m3/s 

HEC-RAS Plan: plan 54 River: amojao Reach: toma Profile: PF 1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 930 PF 1 39.40 1280.00 1280.93 1281.17 1281.81 0.070708 4.15 9.48 11.14 1.44 0.93 0.055toma 920 PF 1 39.40 1279.00 1280.34 1280.54 1281.18 0.055181 4.06 9.71 9.72 1.30 1.34 0.055toma 910 PF 1 39.40 1279.00 1279.94 1280.09 1280.53 0.058177 3.40 11.60 16.18 1.28 0.94 0.055toma 900 PF 1 39.40 1278.00 1278.88 1279.15 1279.73 0.109705 4.07 9.67 16.93 1.72 0.88 0.055toma 890 PF 1 39.40 1277.00 1278.42 1278.51 1278.95 0.046600 3.22 12.24 15.90 1.17 1.42 0.055toma 880 PF 1 39.40 1277.00 1278.18 1278.18 1278.62 0.033080 2.93 13.45 15.57 1.01 1.18 0.055toma 870 PF 1 39.40 1276.00 1277.16 1277.46 1278.09 0.076256 4.28 9.21 11.20 1.51 1.16 0.055toma 860 PF 1 39.40 1275.40 1277.07 1276.87 1277.30 0.021075 2.14 18.43 23.19 0.77 1.67 0.055toma 850 PF 1 39.40 1275.00 1276.64 1276.64 1277.01 0.038754 2.68 14.68 20.09 1.00 1.64 0.055toma 840 PF 1 39.40 1273.56 1274.59 1275.01 1276.11 0.235311 5.46 7.21 13.48 2.38 1.02 0.055toma 830 PF 1 39.40 1272.47 1273.77 1273.97 1274.46 0.092288 3.67 10.74 19.35 1.57 1.30 0.055toma 820 PF 1 39.40 1271.36 1272.78 1273.05 1273.64 0.069758 4.12 9.56 11.49 1.44 1.42 0.055toma 810 PF 1 39.40 1270.16 1271.42 1271.83 1272.74 0.107525 5.10 7.72 9.24 1.78 1.25 0.055toma 800 PF 1 39.40 1269.02 1270.18 1270.60 1271.57 0.126922 5.23 7.54 9.90 1.91 1.16 0.055toma 790 PF 1 39.40 1269.00 1270.48 1270.48 1271.03 0.031775 3.30 11.95 10.91 1.01 1.48 0.055toma 780 PF 1 39.40 1268.00 1269.33 1269.69 1270.46 0.100006 4.69 8.40 11.04 1.72 1.33 0.055toma 770 PF 1 39.40 1268.00 1268.98 1269.11 1269.60 0.052157 3.51 11.23 14.09 1.25 0.98 0.055toma 760 PF 1 39.40 1267.00 1268.16 1268.39 1269.00 0.065161 4.06 9.70 11.20 1.39 1.16 0.055toma 750 PF 1 39.40 1266.00 1267.39 1267.66 1268.29 0.076019 4.20 9.38 11.84 1.51 1.39 0.055toma 740 PF 1 39.40 1265.26 1266.49 1266.78 1267.42 0.101126 4.25 9.26 14.36 1.69 1.24 0.055toma 730 PF 1 39.40 1264.92 1265.96 1266.10 1266.56 0.059699 3.42 11.52 16.82 1.32 1.04 0.055toma 720 PF 1 39.40 1264.00 1264.86 1265.14 1265.76 0.101331 4.21 9.36 14.91 1.70 0.86 0.055toma 710 PF 1 39.40 1263.00 1264.28 1264.44 1264.96 0.056661 3.64 10.82 13.60 1.30 1.28 0.055toma 700 PF 1 39.40 1262.25 1263.25 1263.53 1264.18 0.104847 4.26 9.24 14.74 1.72 1.00 0.055toma 690 PF 1 39.40 1261.41 1262.32 1262.56 1263.14 0.097070 4.01 9.82 16.20 1.64 0.90 0.055toma 680 PF 1 39.40 1261.00 1261.73 1261.87 1262.31 0.060299 3.36 11.71 17.51 1.31 0.73 0.055toma 670 PF 1 39.40 1260.00 1260.91 1261.11 1261.66 0.065527 3.85 10.23 13.09 1.39 0.91 0.055toma 660 PF 1 39.40 1259.10 1260.89 1260.79 1261.34 0.024672 2.96 13.33 11.99 0.90 1.79 0.055toma 650 PF 1 39.40 1259.00 1260.52 1260.52 1261.05 0.031943 3.22 12.24 11.74 1.01 1.52 0.055toma 640 PF 1 39.40 1258.00 1259.47 1259.78 1260.51 0.084204 4.51 8.74 10.48 1.58 1.47 0.055toma 630 PF 1 39.40 1258.00 1259.42 1259.42 1259.93 0.032219 3.17 12.41 12.12 1.00 1.42 0.055toma 620 PF 1 39.40 1257.00 1258.32 1258.65 1259.37 0.091173 4.53 8.69 11.17 1.64 1.32 0.055toma 610 PF 1 39.40 1256.00 1257.68 1257.93 1258.54 0.066185 4.11 9.59 11.12 1.41 1.68 0.055toma 600 PF 1 39.40 1255.00 1256.75 1257.07 1257.82 0.075406 4.58 8.59 9.06 1.50 1.75 0.055toma 590 PF 1 39.40 1255.00 1256.23 1256.45 1257.09 0.058583 4.11 9.59 9.93 1.33 1.23 0.055toma 580 PF 1 39.40 1255.00 1256.18 1256.18 1256.68 0.032564 3.14 12.54 12.61 1.01 1.18 0.055toma 570 PF 1 39.40 1254.00 1254.90 1255.23 1256.03 0.135533 4.71 8.36 13.94 1.94 0.90 0.055toma 560 PF 1 39.40 1253.00 1254.24 1254.47 1255.01 0.064816 3.90 10.10 12.62 1.39 1.24 0.055toma 550 PF 1 39.40 1253.00 1254.00 1254.02 1254.43 0.037646 2.91 13.55 17.63 1.06 1.00 0.055toma 540 PF 1 39.40 1252.00 1252.69 1253.00 1253.72 0.133721 4.49 8.77 15.44 1.90 0.69 0.055toma 530 PF 1 39.40 1251.00 1252.28 1252.37 1252.83 0.048075 3.26 12.07 15.43 1.18 1.28 0.055toma 520 PF 1 39.40 1250.25 1252.24 1251.50 1252.36 0.004948 1.58 24.88 16.77 0.42 1.98 0.055toma 511 Lat Structtoma 510 PF 1 38.22 1250.00 1252.24 1250.95 1252.32 0.001944 1.21 31.69 15.57 0.26 2.24 0.055

HEC-RAS Plan: plan 54 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 509 Inl Structtoma 500 PF 1 38.22 1249.00 1250.35 1250.00 1250.61 0.013122 2.26 16.93 13.23 0.64 1.35 0.055toma 495 PF 1 38.22 1249.00 1250.00 1250.00 1250.48 0.034579 3.09 12.37 12.83 1.00 1.00 0.055toma 490 PF 1 38.22 1248.00 1249.14 1249.45 1250.17 0.088627 4.50 8.50 10.81 1.62 1.14 0.055toma 480 PF 1 38.22 1246.66 1249.19 1248.85 1249.63 0.020805 2.95 12.96 8.25 0.75 2.53 0.055toma 470 PF 1 38.22 1247.00 1248.75 1248.75 1249.35 0.035088 3.44 11.12 9.35 1.01 1.75 0.055toma 460 PF 1 38.22 1246.00 1248.02 1247.26 1248.17 0.005544 1.69 22.65 15.28 0.44 2.02 0.055toma 450 PF 1 38.22 1246.00 1247.58 1247.58 1248.03 0.032661 2.96 12.93 14.74 1.01 1.58 0.055toma 440 PF 1 38.22 1245.50 1246.38 1246.70 1247.42 0.114181 4.51 8.47 13.20 1.80 0.88 0.055toma 430 PF 1 38.22 1245.00 1246.19 1246.23 1246.59 0.040316 2.79 13.68 20.08 1.08 1.19 0.055toma 420 PF 1 38.22 1244.51 1245.67 1245.74 1246.16 0.042936 3.11 12.27 15.78 1.13 1.16 0.055toma 410 PF 1 38.22 1244.00 1245.00 1245.17 1245.66 0.056431 3.60 10.62 13.41 1.29 1.00 0.055toma 400 PF 1 38.22 1243.33 1244.60 1244.68 1245.12 0.044887 3.20 11.96 15.38 1.16 1.26 0.055toma 390 PF 1 38.22 1242.03 1243.07 1243.43 1244.29 0.155299 4.90 7.80 13.63 2.07 1.03 0.055toma 380 PF 1 38.22 1241.88 1243.28 1243.28 1243.70 0.033296 2.88 13.27 15.96 1.01 1.40 0.055toma 370 PF 1 38.22 1241.00 1241.76 1242.14 1243.00 0.156415 4.92 7.77 13.53 2.07 0.76 0.055toma 360 PF 1 38.22 1240.00 1241.34 1241.48 1242.01 0.050407 3.62 10.55 12.20 1.24 1.34 0.055toma 350 PF 1 38.22 1239.42 1240.58 1240.81 1241.41 0.068306 4.04 9.47 11.67 1.43 1.16 0.055toma 340 PF 1 38.22 1239.00 1240.00 1240.19 1240.75 0.059063 3.83 9.97 11.82 1.33 1.00 0.055toma 330 PF 1 38.22 1238.00 1240.06 1239.72 1240.39 0.014897 2.55 15.02 11.21 0.70 2.06 0.055toma 320 PF 1 38.22 1238.00 1239.97 1240.24 0.011447 2.31 16.54 11.64 0.62 1.97 0.055toma 310 PF 1 38.22 1238.00 1239.56 1239.56 1240.04 0.031956 3.07 12.46 13.00 1.00 1.56 0.055toma 300 PF 1 38.22 1237.00 1238.46 1238.78 1239.50 0.083297 4.51 8.48 10.09 1.57 1.46 0.055toma 290 PF 1 38.22 1237.00 1237.94 1238.13 1238.70 0.062235 3.86 9.91 12.09 1.36 0.94 0.055toma 280 PF 1 38.22 1235.91 1236.79 1237.12 1237.87 0.106891 4.59 8.33 11.77 1.74 0.88 0.055toma 270 PF 1 38.22 1235.00 1236.01 1236.28 1236.94 0.073904 4.27 8.95 10.53 1.48 1.01 0.055toma 260 PF 1 38.22 1234.00 1235.15 1235.45 1236.17 0.078302 4.48 8.53 9.75 1.53 1.15 0.055toma 250 PF 1 38.22 1233.05 1234.07 1234.41 1235.18 0.127674 4.67 8.18 13.18 1.89 1.02 0.055toma 240 PF 1 38.22 1233.00 1234.04 1234.04 1234.47 0.033043 2.91 13.15 15.49 1.01 1.04 0.055toma 230 PF 1 38.22 1232.00 1232.79 1233.14 1233.83 0.125510 4.52 8.46 13.20 1.80 0.79 0.055toma 220 PF 1 38.22 1231.81 1232.93 1232.93 1233.27 0.035309 2.58 14.79 21.90 1.00 1.12 0.055toma 210 PF 1 38.22 1231.00 1232.01 1232.22 1232.70 0.090833 3.69 10.36 17.97 1.55 1.01 0.055toma 200 PF 1 38.22 1230.19 1231.26 1231.41 1231.78 0.083845 3.20 11.93 24.71 1.47 1.07 0.055toma 190 PF 1 38.22 1229.65 1230.59 1230.70 1231.04 0.062260 2.98 12.83 23.74 1.29 0.94 0.055toma 180 PF 1 38.22 1228.11 1229.25 1229.58 1230.20 0.105890 4.30 8.88 14.03 1.73 1.14 0.055toma 170 PF 1 38.22 1227.25 1228.66 1228.87 1229.40 0.053550 3.82 10.00 11.00 1.28 1.41 0.055toma 160 PF 1 38.22 1225.77 1227.03 1227.55 1228.52 0.134229 5.41 7.07 9.04 1.95 1.26 0.055toma 150 PF 1 38.22 1225.00 1226.14 1226.50 1227.24 0.103004 4.64 8.23 11.17 1.73 1.14 0.055toma 140 PF 1 38.22 1223.71 1224.58 1224.94 1225.83 0.198912 4.94 7.73 15.86 2.26 0.87 0.055toma 130 PF 1 38.22 1222.21 1222.99 1223.33 1224.12 0.143711 4.70 8.12 14.16 1.98 0.78 0.055toma 120 PF 1 38.22 1221.00 1221.85 1222.17 1222.87 0.103656 4.47 8.55 12.47 1.72 0.85 0.055toma 110 PF 1 38.22 1220.00 1220.96 1221.25 1221.91 0.086108 4.32 8.85 11.68 1.58 0.96 0.055toma 100 PF 1 38.22 1219.00 1220.98 1220.65 1221.24 0.013270 2.23 17.11 14.86 0.66 1.98 0.055toma 90 PF 1 38.22 1219.00 1220.48 1220.48 1221.01 0.032735 3.22 11.87 11.36 1.01 1.48 0.055

HEC-RAS Plan: plan 54 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 80 PF 1 38.22 1218.00 1219.36 1219.66 1220.42 0.106139 4.55 8.39 11.41 1.70 1.36 0.055toma 70 PF 1 38.22 1218.00 1218.93 1219.06 1219.50 0.058702 3.35 11.43 16.50 1.28 0.92 0.055toma 60 PF 1 38.22 1217.00 1218.34 1218.46 1218.95 0.049483 3.48 10.99 12.81 1.20 1.34 0.055toma 50 PF 1 38.22 1216.00 1217.53 1217.78 1218.36 0.065905 4.05 9.44 10.97 1.39 1.53 0.055toma 40 PF 1 38.22 1215.17 1216.67 1216.96 1217.63 0.079167 4.34 8.80 10.56 1.52 1.50 0.055toma 30 PF 1 38.22 1215.00 1216.77 1216.77 1217.18 0.033874 2.82 13.57 16.96 1.01 1.77 0.055toma 20 PF 1 38.22 1214.40 1215.77 1216.05 1216.65 0.072913 4.17 9.17 11.14 1.47 1.37 0.055toma 10 PF 1 38.22 1213.94 1215.08 1215.35 1215.87 0.078140 3.91 9.77 13.86 1.49 1.15 0.055

0 5 10 15 20 25 301250

1251

1252

1253

1254

1255

1256

Plan 54 28/02/2014 RS = 509 IS CAUDAL=39.4 m3/S

Station (m)

Ele

vatio

n (m

)

Legend

EG PF 1

WS PF 1

Ground

Ineff

Bank Sta

.055

470 480 490 500 510 520 530

1246

1248

1250

1252

1254

Plan 54 28/02/2014 CAUDAL=39.4 m3/S

Main Channel Distance (m)

Ele

vatio

n (m

)

Legend

EG PF 1

Crit PF 1

WS PF 1

Ground

amojao toma

CONDICIÓN EN AVENIDAS MÁXIMAS  

CASO 4 Compuerta de limpia  =  Abierta Compuerta Radial 1  =  Abierta parcialmente (h = 1.771 m) Compuerta Radial 2  =  Cerrada  

                                                  ESTRUCTURA LATERAL                                                                                                ESTRUCTURA EN LINEA   

Carga de agua sobre el umbral de captación = 1.39 m Caudal derivado = 2.2 m3/s 

HEC-RAS Plan: plan 55 River: amojao Reach: toma Profile: PF 1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 930 PF 1 39.40 1280.00 1280.93 1281.17 1281.81 0.070708 4.15 9.48 11.14 1.44 0.93 0.055toma 920 PF 1 39.40 1279.00 1280.34 1280.54 1281.18 0.055181 4.06 9.71 9.72 1.30 1.34 0.055toma 910 PF 1 39.40 1279.00 1279.94 1280.09 1280.53 0.058177 3.40 11.60 16.18 1.28 0.94 0.055toma 900 PF 1 39.40 1278.00 1278.88 1279.15 1279.73 0.109705 4.07 9.67 16.93 1.72 0.88 0.055toma 890 PF 1 39.40 1277.00 1278.42 1278.51 1278.95 0.046600 3.22 12.24 15.90 1.17 1.42 0.055toma 880 PF 1 39.40 1277.00 1278.18 1278.18 1278.62 0.033080 2.93 13.45 15.57 1.01 1.18 0.055toma 870 PF 1 39.40 1276.00 1277.16 1277.46 1278.09 0.076256 4.28 9.21 11.20 1.51 1.16 0.055toma 860 PF 1 39.40 1275.40 1277.07 1276.87 1277.30 0.021075 2.14 18.43 23.19 0.77 1.67 0.055toma 850 PF 1 39.40 1275.00 1276.64 1276.64 1277.01 0.038754 2.68 14.68 20.09 1.00 1.64 0.055toma 840 PF 1 39.40 1273.56 1274.59 1275.01 1276.11 0.235311 5.46 7.21 13.48 2.38 1.02 0.055toma 830 PF 1 39.40 1272.47 1273.77 1273.97 1274.46 0.092288 3.67 10.74 19.35 1.57 1.30 0.055toma 820 PF 1 39.40 1271.36 1272.78 1273.05 1273.64 0.069758 4.12 9.56 11.49 1.44 1.42 0.055toma 810 PF 1 39.40 1270.16 1271.42 1271.83 1272.74 0.107525 5.10 7.72 9.24 1.78 1.25 0.055toma 800 PF 1 39.40 1269.02 1270.18 1270.60 1271.57 0.126922 5.23 7.54 9.90 1.91 1.16 0.055toma 790 PF 1 39.40 1269.00 1270.48 1270.48 1271.03 0.031775 3.30 11.95 10.91 1.01 1.48 0.055toma 780 PF 1 39.40 1268.00 1269.33 1269.69 1270.46 0.100006 4.69 8.40 11.04 1.72 1.33 0.055toma 770 PF 1 39.40 1268.00 1268.98 1269.11 1269.60 0.052157 3.51 11.23 14.09 1.25 0.98 0.055toma 760 PF 1 39.40 1267.00 1268.16 1268.39 1269.00 0.065161 4.06 9.70 11.20 1.39 1.16 0.055toma 750 PF 1 39.40 1266.00 1267.39 1267.66 1268.29 0.076019 4.20 9.38 11.84 1.51 1.39 0.055toma 740 PF 1 39.40 1265.26 1266.49 1266.78 1267.42 0.101126 4.25 9.26 14.36 1.69 1.24 0.055toma 730 PF 1 39.40 1264.92 1265.96 1266.10 1266.56 0.059699 3.42 11.52 16.82 1.32 1.04 0.055toma 720 PF 1 39.40 1264.00 1264.86 1265.14 1265.76 0.101331 4.21 9.36 14.91 1.70 0.86 0.055toma 710 PF 1 39.40 1263.00 1264.28 1264.44 1264.96 0.056661 3.64 10.82 13.60 1.30 1.28 0.055toma 700 PF 1 39.40 1262.25 1263.25 1263.53 1264.18 0.104847 4.26 9.24 14.74 1.72 1.00 0.055toma 690 PF 1 39.40 1261.41 1262.32 1262.56 1263.14 0.097070 4.01 9.82 16.20 1.64 0.90 0.055toma 680 PF 1 39.40 1261.00 1261.73 1261.87 1262.31 0.060299 3.36 11.71 17.51 1.31 0.73 0.055toma 670 PF 1 39.40 1260.00 1260.91 1261.11 1261.66 0.065527 3.85 10.23 13.09 1.39 0.91 0.055toma 660 PF 1 39.40 1259.10 1260.89 1260.79 1261.34 0.024672 2.96 13.33 11.99 0.90 1.79 0.055toma 650 PF 1 39.40 1259.00 1260.52 1260.52 1261.05 0.031943 3.22 12.24 11.74 1.01 1.52 0.055toma 640 PF 1 39.40 1258.00 1259.47 1259.78 1260.51 0.084204 4.51 8.74 10.48 1.58 1.47 0.055toma 630 PF 1 39.40 1258.00 1259.42 1259.42 1259.93 0.032219 3.17 12.41 12.12 1.00 1.42 0.055toma 620 PF 1 39.40 1257.00 1258.32 1258.65 1259.37 0.091173 4.53 8.69 11.17 1.64 1.32 0.055toma 610 PF 1 39.40 1256.00 1257.68 1257.93 1258.54 0.066185 4.11 9.59 11.12 1.41 1.68 0.055toma 600 PF 1 39.40 1255.00 1256.75 1257.07 1257.82 0.075406 4.58 8.59 9.06 1.50 1.75 0.055toma 590 PF 1 39.40 1255.00 1256.23 1256.45 1257.09 0.058583 4.11 9.59 9.93 1.33 1.23 0.055toma 580 PF 1 39.40 1255.00 1256.18 1256.18 1256.68 0.032564 3.14 12.54 12.61 1.01 1.18 0.055toma 570 PF 1 39.40 1254.00 1254.90 1255.23 1256.03 0.135533 4.71 8.36 13.94 1.94 0.90 0.055toma 560 PF 1 39.40 1253.00 1254.24 1254.47 1255.01 0.064816 3.90 10.10 12.62 1.39 1.24 0.055toma 550 PF 1 39.40 1253.00 1254.00 1254.02 1254.43 0.037646 2.91 13.55 17.63 1.06 1.00 0.055toma 540 PF 1 39.40 1252.00 1252.69 1253.00 1253.72 0.133721 4.49 8.77 15.44 1.90 0.69 0.055toma 530 PF 1 39.40 1251.00 1252.28 1252.37 1252.83 0.048075 3.26 12.07 15.43 1.18 1.28 0.055toma 520 PF 1 39.40 1250.25 1252.39 1251.50 1252.49 0.003729 1.44 27.39 17.17 0.36 2.13 0.055toma 511 Lat Structtoma 510 PF 1 37.16 1250.00 1252.39 1250.93 1252.45 0.001465 1.10 33.92 15.79 0.23 2.39 0.055

HEC-RAS Plan: plan 55 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 509 Inl Structtoma 500 PF 1 37.16 1249.00 1250.32 1249.98 1250.58 0.013069 2.23 16.64 13.21 0.64 1.32 0.055toma 495 PF 1 37.16 1249.00 1249.98 1249.98 1250.46 0.034748 3.06 12.14 12.82 1.00 0.98 0.055toma 490 PF 1 37.16 1248.00 1249.12 1249.43 1250.14 0.089660 4.47 8.31 10.76 1.62 1.12 0.055toma 480 PF 1 37.16 1246.66 1249.16 1248.83 1249.59 0.020398 2.91 12.77 8.18 0.74 2.51 0.055toma 470 PF 1 37.16 1247.00 1248.72 1248.72 1249.31 0.035256 3.42 10.88 9.28 1.01 1.72 0.055toma 460 PF 1 37.16 1246.00 1248.00 1247.24 1248.14 0.005463 1.67 22.32 15.20 0.44 2.00 0.055toma 450 PF 1 37.16 1246.00 1247.56 1247.56 1248.00 0.032789 2.94 12.65 14.60 1.01 1.56 0.055toma 440 PF 1 37.16 1245.50 1246.37 1246.68 1247.39 0.115181 4.49 8.29 13.13 1.80 0.86 0.055toma 430 PF 1 37.16 1245.00 1246.19 1246.21 1246.57 0.039521 2.75 13.52 20.05 1.07 1.19 0.055toma 420 PF 1 37.16 1244.51 1245.65 1245.72 1246.14 0.044044 3.12 11.92 15.61 1.14 1.13 0.055toma 410 PF 1 37.16 1244.00 1244.98 1245.15 1245.63 0.056353 3.57 10.41 13.31 1.29 0.98 0.055toma 400 PF 1 37.16 1243.33 1244.59 1244.66 1245.09 0.044116 3.15 11.79 15.30 1.15 1.25 0.055toma 390 PF 1 37.16 1242.03 1243.05 1243.42 1244.27 0.158374 4.88 7.61 13.56 2.08 1.02 0.055toma 380 PF 1 37.16 1241.88 1243.27 1243.27 1243.68 0.032917 2.85 13.06 15.87 1.00 1.38 0.055toma 370 PF 1 37.16 1241.00 1241.75 1242.12 1242.97 0.158744 4.91 7.57 13.40 2.08 0.75 0.055toma 360 PF 1 37.16 1240.00 1241.32 1241.46 1241.98 0.050465 3.59 10.34 12.12 1.24 1.32 0.055toma 350 PF 1 37.16 1239.42 1240.56 1240.79 1241.38 0.068573 4.01 9.28 11.61 1.43 1.14 0.055toma 340 PF 1 37.16 1239.00 1239.98 1240.17 1240.72 0.058914 3.80 9.79 11.76 1.33 0.98 0.055toma 330 PF 1 37.16 1238.00 1240.04 1239.70 1240.36 0.014747 2.52 14.76 11.13 0.70 2.04 0.055toma 320 PF 1 37.16 1238.00 1239.95 1240.21 0.011272 2.28 16.29 11.57 0.61 1.95 0.055toma 310 PF 1 37.16 1238.00 1239.54 1239.54 1240.02 0.032090 3.05 12.20 12.91 1.00 1.54 0.055toma 300 PF 1 37.16 1237.00 1238.44 1238.76 1239.47 0.084117 4.48 8.29 10.00 1.57 1.44 0.055toma 290 PF 1 37.16 1237.00 1237.93 1238.11 1238.66 0.061686 3.81 9.75 12.05 1.35 0.92 0.055toma 280 PF 1 37.16 1235.91 1236.78 1237.10 1237.83 0.107621 4.56 8.16 11.73 1.74 0.86 0.055toma 270 PF 1 37.16 1235.00 1236.00 1236.26 1236.91 0.073848 4.23 8.78 10.49 1.48 1.00 0.055toma 260 PF 1 37.16 1234.00 1235.13 1235.43 1236.14 0.078482 4.45 8.36 9.70 1.53 1.13 0.055toma 250 PF 1 37.16 1233.05 1234.05 1234.39 1235.14 0.127463 4.63 8.04 13.14 1.89 1.01 0.055toma 240 PF 1 37.16 1233.00 1234.02 1234.02 1234.44 0.033160 2.88 12.88 15.40 1.01 1.02 0.055toma 230 PF 1 37.16 1232.00 1232.77 1233.12 1233.80 0.127126 4.50 8.26 13.14 1.81 0.77 0.055toma 220 PF 1 37.16 1231.81 1232.92 1232.92 1233.25 0.035395 2.56 14.52 21.87 1.00 1.11 0.055toma 210 PF 1 37.16 1231.00 1232.00 1232.20 1232.68 0.091203 3.66 10.16 17.92 1.55 1.00 0.055toma 200 PF 1 37.16 1230.19 1231.25 1231.39 1231.76 0.083020 3.16 11.75 24.62 1.46 1.06 0.055toma 190 PF 1 37.16 1229.65 1230.58 1230.68 1231.02 0.062537 2.95 12.58 23.67 1.29 0.93 0.055toma 180 PF 1 37.16 1228.11 1229.24 1229.56 1230.18 0.105587 4.30 8.65 13.67 1.72 1.13 0.055toma 170 PF 1 37.16 1227.25 1228.64 1228.86 1229.38 0.054490 3.82 9.74 10.90 1.29 1.38 0.055toma 160 PF 1 37.16 1225.77 1227.02 1227.52 1228.49 0.135533 5.38 6.91 9.00 1.96 1.25 0.055toma 150 PF 1 37.16 1225.00 1226.13 1226.48 1227.20 0.101961 4.60 8.09 11.05 1.72 1.13 0.055toma 140 PF 1 37.16 1223.71 1224.57 1224.93 1225.80 0.198095 4.92 7.56 15.59 2.25 0.86 0.055toma 130 PF 1 37.16 1222.21 1222.98 1223.32 1224.09 0.144648 4.67 7.96 14.09 1.98 0.77 0.055toma 120 PF 1 37.16 1221.00 1221.84 1222.15 1222.84 0.103505 4.43 8.39 12.40 1.72 0.84 0.055toma 110 PF 1 37.16 1220.00 1220.94 1221.23 1221.88 0.086210 4.29 8.67 11.60 1.58 0.94 0.055toma 100 PF 1 37.16 1219.00 1220.96 1220.63 1221.21 0.013354 2.22 16.73 14.73 0.67 1.96 0.055toma 90 PF 1 37.16 1219.00 1220.46 1220.46 1220.98 0.032844 3.20 11.61 11.23 1.01 1.46 0.055

HEC-RAS Plan: plan 55 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 80 PF 1 37.16 1218.00 1219.34 1219.65 1220.38 0.106512 4.52 8.23 11.35 1.69 1.34 0.055toma 70 PF 1 37.16 1218.00 1218.92 1219.05 1219.47 0.057827 3.30 11.26 16.41 1.27 0.91 0.055toma 60 PF 1 37.16 1217.00 1218.32 1218.44 1218.93 0.049990 3.47 10.72 12.68 1.20 1.32 0.055toma 50 PF 1 37.16 1216.00 1217.51 1217.76 1218.33 0.066193 4.02 9.23 10.87 1.39 1.51 0.055toma 40 PF 1 37.16 1215.17 1216.65 1216.94 1217.60 0.079484 4.32 8.61 10.45 1.52 1.48 0.055toma 30 PF 1 37.16 1215.00 1216.76 1216.76 1217.16 0.034152 2.80 13.27 16.83 1.01 1.76 0.055toma 20 PF 1 37.16 1214.40 1215.74 1216.02 1216.63 0.074465 4.16 8.93 11.05 1.48 1.35 0.055toma 10 PF 1 37.16 1213.94 1215.06 1215.33 1215.85 0.075703 3.92 9.48 13.08 1.47 1.13 0.055

0 5 10 15 20 25 301250

1251

1252

1253

1254

1255

1256

Plan 55 28/02/2014 RS = 509 IS CAUDAL=39.4 m3/S

Station (m)

Ele

vatio

n (m

)

Legend

EG PF 1

WS PF 1

Ground

Ineff

Bank Sta

.055

470 480 490 500 510 520 530

1248

1250

1252

1254

Plan 55 28/02/2014 CAUDAL=39.4 m3/S

Main Channel Distance (m)

Ele

vatio

n (m

)

Legend

EG PF 1

Crit PF 1

WS PF 1

Ground

amojao toma

 CONDICIÓN EN AVENIDAS MÁXIMAS 

CASO 5 Compuerta de limpia  =  AbiertaCompuerta Radial 1  =  Abierta parcialmente (h = 0.8856 m) Compuerta Radial 2  =  Abierta parcialmente (h = 0.8856 m)  

                                                        ESTRUCTURA LATERAL                                                                                                              ESTRUCTURA EN LINEA 

Carga de agua sobre el umbral de captación = 1.38 m Caudal derivado = 2.2 m3/s 

HEC-RAS Plan: plan 57 River: amojao Reach: toma Profile: PF 1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 930 PF 1 39.40 1280.00 1280.93 1281.17 1281.81 0.070708 4.15 9.48 11.14 1.44 0.93 0.055toma 920 PF 1 39.40 1279.00 1280.34 1280.54 1281.18 0.055181 4.06 9.71 9.72 1.30 1.34 0.055toma 910 PF 1 39.40 1279.00 1279.94 1280.09 1280.53 0.058177 3.40 11.60 16.18 1.28 0.94 0.055toma 900 PF 1 39.40 1278.00 1278.88 1279.15 1279.73 0.109705 4.07 9.67 16.93 1.72 0.88 0.055toma 890 PF 1 39.40 1277.00 1278.42 1278.51 1278.95 0.046600 3.22 12.24 15.90 1.17 1.42 0.055toma 880 PF 1 39.40 1277.00 1278.18 1278.18 1278.62 0.033080 2.93 13.45 15.57 1.01 1.18 0.055toma 870 PF 1 39.40 1276.00 1277.16 1277.46 1278.09 0.076256 4.28 9.21 11.20 1.51 1.16 0.055toma 860 PF 1 39.40 1275.40 1277.07 1276.87 1277.30 0.021075 2.14 18.43 23.19 0.77 1.67 0.055toma 850 PF 1 39.40 1275.00 1276.64 1276.64 1277.01 0.038754 2.68 14.68 20.09 1.00 1.64 0.055toma 840 PF 1 39.40 1273.56 1274.59 1275.01 1276.11 0.235311 5.46 7.21 13.48 2.38 1.02 0.055toma 830 PF 1 39.40 1272.47 1273.77 1273.97 1274.46 0.092288 3.67 10.74 19.35 1.57 1.30 0.055toma 820 PF 1 39.40 1271.36 1272.78 1273.05 1273.64 0.069758 4.12 9.56 11.49 1.44 1.42 0.055toma 810 PF 1 39.40 1270.16 1271.42 1271.83 1272.74 0.107525 5.10 7.72 9.24 1.78 1.25 0.055toma 800 PF 1 39.40 1269.02 1270.18 1270.60 1271.57 0.126922 5.23 7.54 9.90 1.91 1.16 0.055toma 790 PF 1 39.40 1269.00 1270.48 1270.48 1271.03 0.031775 3.30 11.95 10.91 1.01 1.48 0.055toma 780 PF 1 39.40 1268.00 1269.33 1269.69 1270.46 0.100006 4.69 8.40 11.04 1.72 1.33 0.055toma 770 PF 1 39.40 1268.00 1268.98 1269.11 1269.60 0.052157 3.51 11.23 14.09 1.25 0.98 0.055toma 760 PF 1 39.40 1267.00 1268.16 1268.39 1269.00 0.065161 4.06 9.70 11.20 1.39 1.16 0.055toma 750 PF 1 39.40 1266.00 1267.39 1267.66 1268.29 0.076019 4.20 9.38 11.84 1.51 1.39 0.055toma 740 PF 1 39.40 1265.26 1266.49 1266.78 1267.42 0.101126 4.25 9.26 14.36 1.69 1.24 0.055toma 730 PF 1 39.40 1264.92 1265.96 1266.10 1266.56 0.059699 3.42 11.52 16.82 1.32 1.04 0.055toma 720 PF 1 39.40 1264.00 1264.86 1265.14 1265.76 0.101331 4.21 9.36 14.91 1.70 0.86 0.055toma 710 PF 1 39.40 1263.00 1264.28 1264.44 1264.96 0.056661 3.64 10.82 13.60 1.30 1.28 0.055toma 700 PF 1 39.40 1262.25 1263.25 1263.53 1264.18 0.104847 4.26 9.24 14.74 1.72 1.00 0.055toma 690 PF 1 39.40 1261.41 1262.32 1262.56 1263.14 0.097070 4.01 9.82 16.20 1.64 0.90 0.055toma 680 PF 1 39.40 1261.00 1261.73 1261.87 1262.31 0.060299 3.36 11.71 17.51 1.31 0.73 0.055toma 670 PF 1 39.40 1260.00 1260.91 1261.11 1261.66 0.065527 3.85 10.23 13.09 1.39 0.91 0.055toma 660 PF 1 39.40 1259.10 1260.89 1260.79 1261.34 0.024672 2.96 13.33 11.99 0.90 1.79 0.055toma 650 PF 1 39.40 1259.00 1260.52 1260.52 1261.05 0.031943 3.22 12.24 11.74 1.01 1.52 0.055toma 640 PF 1 39.40 1258.00 1259.47 1259.78 1260.51 0.084204 4.51 8.74 10.48 1.58 1.47 0.055toma 630 PF 1 39.40 1258.00 1259.42 1259.42 1259.93 0.032219 3.17 12.41 12.12 1.00 1.42 0.055toma 620 PF 1 39.40 1257.00 1258.32 1258.65 1259.37 0.091173 4.53 8.69 11.17 1.64 1.32 0.055toma 610 PF 1 39.40 1256.00 1257.68 1257.93 1258.54 0.066185 4.11 9.59 11.12 1.41 1.68 0.055toma 600 PF 1 39.40 1255.00 1256.75 1257.07 1257.82 0.075406 4.58 8.59 9.06 1.50 1.75 0.055toma 590 PF 1 39.40 1255.00 1256.23 1256.45 1257.09 0.058583 4.11 9.59 9.93 1.33 1.23 0.055toma 580 PF 1 39.40 1255.00 1256.18 1256.18 1256.68 0.032564 3.14 12.54 12.61 1.01 1.18 0.055toma 570 PF 1 39.40 1254.00 1254.90 1255.23 1256.03 0.135533 4.71 8.36 13.94 1.94 0.90 0.055toma 560 PF 1 39.40 1253.00 1254.24 1254.47 1255.01 0.064816 3.90 10.10 12.62 1.39 1.24 0.055toma 550 PF 1 39.40 1253.00 1254.00 1254.02 1254.43 0.037646 2.91 13.55 17.63 1.06 1.00 0.055toma 540 PF 1 39.40 1252.00 1252.69 1253.00 1253.72 0.133721 4.49 8.77 15.44 1.90 0.69 0.055toma 530 PF 1 39.40 1251.00 1252.28 1252.37 1252.83 0.048075 3.26 12.07 15.43 1.18 1.28 0.055toma 520 PF 1 39.40 1250.25 1252.38 1251.50 1252.49 0.003732 1.44 27.38 17.17 0.36 2.13 0.055toma 511 Lat Structtoma 510 PF 1 37.17 1250.00 1252.39 1250.93 1252.45 0.001466 1.10 33.92 15.79 0.23 2.39 0.055

HEC-RAS Plan: plan 57 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 509 Inl Structtoma 500 PF 1 37.17 1249.00 1250.32 1249.99 1250.58 0.013076 2.23 16.64 13.21 0.64 1.32 0.055toma 495 PF 1 37.17 1249.00 1249.98 1249.98 1250.46 0.034618 3.06 12.15 12.82 1.00 0.98 0.055toma 490 PF 1 37.17 1248.00 1249.12 1249.42 1250.14 0.089522 4.47 8.31 10.76 1.62 1.12 0.055toma 480 PF 1 37.17 1246.66 1249.16 1248.83 1249.59 0.020423 2.91 12.77 8.18 0.74 2.51 0.055toma 470 PF 1 37.17 1247.00 1248.72 1248.72 1249.31 0.035176 3.41 10.89 9.28 1.01 1.72 0.055toma 460 PF 1 37.17 1246.00 1248.00 1247.24 1248.14 0.005464 1.67 22.32 15.20 0.44 2.00 0.055toma 450 PF 1 37.17 1246.00 1247.56 1247.56 1248.00 0.032819 2.94 12.65 14.60 1.01 1.56 0.055toma 440 PF 1 37.17 1245.50 1246.37 1246.68 1247.39 0.115205 4.49 8.29 13.13 1.80 0.86 0.055toma 430 PF 1 37.17 1245.00 1246.19 1246.21 1246.57 0.039529 2.75 13.52 20.05 1.07 1.19 0.055toma 420 PF 1 37.17 1244.51 1245.65 1245.72 1246.14 0.044041 3.12 11.92 15.61 1.14 1.13 0.055toma 410 PF 1 37.17 1244.00 1244.98 1245.15 1245.63 0.056350 3.57 10.41 13.31 1.29 0.98 0.055toma 400 PF 1 37.17 1243.33 1244.59 1244.67 1245.09 0.044125 3.15 11.79 15.30 1.15 1.25 0.055toma 390 PF 1 37.17 1242.03 1243.05 1243.42 1244.27 0.158343 4.88 7.61 13.56 2.08 1.02 0.055toma 380 PF 1 37.17 1241.88 1243.27 1243.27 1243.68 0.032941 2.85 13.06 15.87 1.00 1.38 0.055toma 370 PF 1 37.17 1241.00 1241.75 1242.12 1242.97 0.158658 4.91 7.57 13.41 2.08 0.75 0.055toma 360 PF 1 37.17 1240.00 1241.32 1241.46 1241.98 0.050463 3.59 10.34 12.12 1.24 1.32 0.055toma 350 PF 1 37.17 1239.42 1240.56 1240.79 1241.38 0.068549 4.01 9.28 11.61 1.43 1.14 0.055toma 340 PF 1 37.17 1239.00 1239.98 1240.17 1240.72 0.058927 3.80 9.79 11.76 1.33 0.98 0.055toma 330 PF 1 37.17 1238.00 1240.04 1239.70 1240.36 0.014748 2.52 14.76 11.13 0.70 2.04 0.055toma 320 PF 1 37.17 1238.00 1239.95 1240.21 0.011275 2.28 16.29 11.57 0.61 1.95 0.055toma 310 PF 1 37.17 1238.00 1239.54 1239.54 1240.02 0.032075 3.05 12.20 12.91 1.00 1.54 0.055toma 300 PF 1 37.17 1237.00 1238.44 1238.76 1239.47 0.083749 4.48 8.30 10.01 1.57 1.44 0.055toma 290 PF 1 37.17 1237.00 1237.93 1238.11 1238.67 0.061751 3.81 9.75 12.05 1.35 0.92 0.055toma 280 PF 1 37.17 1235.91 1236.78 1237.10 1237.83 0.107573 4.56 8.16 11.73 1.74 0.86 0.055toma 270 PF 1 37.17 1235.00 1236.00 1236.26 1236.91 0.073863 4.23 8.78 10.49 1.48 1.00 0.055toma 260 PF 1 37.17 1234.00 1235.13 1235.43 1236.14 0.078478 4.45 8.36 9.70 1.53 1.13 0.055toma 250 PF 1 37.17 1233.05 1234.05 1234.39 1235.14 0.127442 4.63 8.04 13.14 1.89 1.01 0.055toma 240 PF 1 37.17 1233.00 1234.02 1234.02 1234.44 0.033167 2.89 12.88 15.40 1.01 1.02 0.055toma 230 PF 1 37.17 1232.00 1232.77 1233.12 1233.80 0.127152 4.50 8.26 13.14 1.81 0.77 0.055toma 220 PF 1 37.17 1231.81 1232.92 1232.92 1233.25 0.035402 2.56 14.52 21.87 1.00 1.11 0.055toma 210 PF 1 37.17 1231.00 1232.00 1232.20 1232.68 0.091184 3.66 10.16 17.92 1.55 1.00 0.055toma 200 PF 1 37.17 1230.19 1231.25 1231.39 1231.76 0.083038 3.16 11.75 24.62 1.46 1.06 0.055toma 190 PF 1 37.17 1229.65 1230.58 1230.68 1231.03 0.062605 2.96 12.58 23.66 1.29 0.93 0.055toma 180 PF 1 37.17 1228.11 1229.24 1229.56 1230.18 0.105559 4.30 8.65 13.67 1.72 1.13 0.055toma 170 PF 1 37.17 1227.25 1228.64 1228.86 1229.38 0.054501 3.82 9.74 10.90 1.29 1.38 0.055toma 160 PF 1 37.17 1225.77 1227.02 1227.52 1228.49 0.135523 5.38 6.91 9.00 1.96 1.25 0.055toma 150 PF 1 37.17 1225.00 1226.13 1226.48 1227.20 0.101956 4.60 8.09 11.05 1.71 1.13 0.055toma 140 PF 1 37.17 1223.71 1224.57 1224.93 1225.80 0.198066 4.91 7.56 15.59 2.25 0.86 0.055toma 130 PF 1 37.17 1222.21 1222.98 1223.32 1224.09 0.144621 4.67 7.96 14.09 1.98 0.77 0.055toma 120 PF 1 37.17 1221.00 1221.84 1222.15 1222.84 0.103526 4.43 8.39 12.40 1.72 0.84 0.055toma 110 PF 1 37.17 1220.00 1220.94 1221.23 1221.88 0.086179 4.28 8.67 11.61 1.58 0.94 0.055toma 100 PF 1 37.17 1219.00 1220.96 1220.63 1221.21 0.013354 2.22 16.73 14.73 0.67 1.96 0.055toma 90 PF 1 37.17 1219.00 1220.46 1220.46 1220.98 0.032851 3.20 11.61 11.23 1.01 1.46 0.055

HEC-RAS Plan: plan 57 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 80 PF 1 37.17 1218.00 1219.34 1219.65 1220.38 0.106436 4.52 8.23 11.35 1.69 1.34 0.055toma 70 PF 1 37.17 1218.00 1218.92 1219.05 1219.47 0.057839 3.30 11.26 16.41 1.27 0.91 0.055toma 60 PF 1 37.17 1217.00 1218.32 1218.44 1218.93 0.049988 3.47 10.72 12.68 1.20 1.32 0.055toma 50 PF 1 37.17 1216.00 1217.51 1217.76 1218.33 0.066190 4.02 9.24 10.87 1.39 1.51 0.055toma 40 PF 1 37.17 1215.17 1216.65 1216.94 1217.60 0.079306 4.31 8.62 10.45 1.52 1.48 0.055toma 30 PF 1 37.17 1215.00 1216.76 1216.76 1217.16 0.034159 2.80 13.27 16.83 1.01 1.76 0.055toma 20 PF 1 37.17 1214.40 1215.74 1216.02 1216.63 0.074461 4.16 8.93 11.05 1.48 1.35 0.055toma 10 PF 1 37.17 1213.94 1215.06 1215.33 1215.85 0.075719 3.92 9.48 13.08 1.47 1.13 0.055

0 5 10 15 20 25 301250

1251

1252

1253

1254

1255

1256

Plan 57 28/02/2014 RS = 509 IS CAUDAL=39.4 m3/S

Station (m)

Ele

vatio

n (m

)

Legend

EG PF 1

WS PF 1

Ground

Ineff

Bank Sta

.055

480 490 500 510 520 530

1248

1249

1250

1251

1252

1253

1254

Plan 57 28/02/2014 CAUDAL=39.4 m3/S

Main Channel Distance (m)

Ele

vatio

n (m

)

Legend

EG PF 1

Crit PF 1

WS PF 1

Ground

amojao toma

CASO 6 Compuerta de limpia  =  Cerrada  Compuerta Radial 1  =  Abierta parcialmente (h = 1.9522 m) Compuerta Radial 2  =  Cerrada   

                                                           ESTRUCTURA LATERAL                                                                                                            ESTRUCTURA EN LINEA   

Carga de agua sobre el umbral de captación = 1.39 m Caudal derivado = 2.2 m3/s 

HEC-RAS Plan: plan 58 River: amojao Reach: toma Profile: PF 1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 930 PF 1 39.40 1280.00 1280.93 1281.17 1281.81 0.070708 4.15 9.48 11.14 1.44 0.93 0.055toma 920 PF 1 39.40 1279.00 1280.34 1280.54 1281.18 0.055181 4.06 9.71 9.72 1.30 1.34 0.055toma 910 PF 1 39.40 1279.00 1279.94 1280.09 1280.53 0.058177 3.40 11.60 16.18 1.28 0.94 0.055toma 900 PF 1 39.40 1278.00 1278.88 1279.15 1279.73 0.109705 4.07 9.67 16.93 1.72 0.88 0.055toma 890 PF 1 39.40 1277.00 1278.42 1278.51 1278.95 0.046600 3.22 12.24 15.90 1.17 1.42 0.055toma 880 PF 1 39.40 1277.00 1278.18 1278.18 1278.62 0.033080 2.93 13.45 15.57 1.01 1.18 0.055toma 870 PF 1 39.40 1276.00 1277.16 1277.46 1278.09 0.076256 4.28 9.21 11.20 1.51 1.16 0.055toma 860 PF 1 39.40 1275.40 1277.07 1276.87 1277.30 0.021075 2.14 18.43 23.19 0.77 1.67 0.055toma 850 PF 1 39.40 1275.00 1276.64 1276.64 1277.01 0.038754 2.68 14.68 20.09 1.00 1.64 0.055toma 840 PF 1 39.40 1273.56 1274.59 1275.01 1276.11 0.235311 5.46 7.21 13.48 2.38 1.02 0.055toma 830 PF 1 39.40 1272.47 1273.77 1273.97 1274.46 0.092288 3.67 10.74 19.35 1.57 1.30 0.055toma 820 PF 1 39.40 1271.36 1272.78 1273.05 1273.64 0.069758 4.12 9.56 11.49 1.44 1.42 0.055toma 810 PF 1 39.40 1270.16 1271.42 1271.83 1272.74 0.107525 5.10 7.72 9.24 1.78 1.25 0.055toma 800 PF 1 39.40 1269.02 1270.18 1270.60 1271.57 0.126922 5.23 7.54 9.90 1.91 1.16 0.055toma 790 PF 1 39.40 1269.00 1270.48 1270.48 1271.03 0.031775 3.30 11.95 10.91 1.01 1.48 0.055toma 780 PF 1 39.40 1268.00 1269.33 1269.69 1270.46 0.100006 4.69 8.40 11.04 1.72 1.33 0.055toma 770 PF 1 39.40 1268.00 1268.98 1269.11 1269.60 0.052157 3.51 11.23 14.09 1.25 0.98 0.055toma 760 PF 1 39.40 1267.00 1268.16 1268.39 1269.00 0.065161 4.06 9.70 11.20 1.39 1.16 0.055toma 750 PF 1 39.40 1266.00 1267.39 1267.66 1268.29 0.076019 4.20 9.38 11.84 1.51 1.39 0.055toma 740 PF 1 39.40 1265.26 1266.49 1266.78 1267.42 0.101126 4.25 9.26 14.36 1.69 1.24 0.055toma 730 PF 1 39.40 1264.92 1265.96 1266.10 1266.56 0.059699 3.42 11.52 16.82 1.32 1.04 0.055toma 720 PF 1 39.40 1264.00 1264.86 1265.14 1265.76 0.101331 4.21 9.36 14.91 1.70 0.86 0.055toma 710 PF 1 39.40 1263.00 1264.28 1264.44 1264.96 0.056661 3.64 10.82 13.60 1.30 1.28 0.055toma 700 PF 1 39.40 1262.25 1263.25 1263.53 1264.18 0.104847 4.26 9.24 14.74 1.72 1.00 0.055toma 690 PF 1 39.40 1261.41 1262.32 1262.56 1263.14 0.097070 4.01 9.82 16.20 1.64 0.90 0.055toma 680 PF 1 39.40 1261.00 1261.73 1261.87 1262.31 0.060299 3.36 11.71 17.51 1.31 0.73 0.055toma 670 PF 1 39.40 1260.00 1260.91 1261.11 1261.66 0.065527 3.85 10.23 13.09 1.39 0.91 0.055toma 660 PF 1 39.40 1259.10 1260.89 1260.79 1261.34 0.024672 2.96 13.33 11.99 0.90 1.79 0.055toma 650 PF 1 39.40 1259.00 1260.52 1260.52 1261.05 0.031943 3.22 12.24 11.74 1.01 1.52 0.055toma 640 PF 1 39.40 1258.00 1259.47 1259.78 1260.51 0.084204 4.51 8.74 10.48 1.58 1.47 0.055toma 630 PF 1 39.40 1258.00 1259.42 1259.42 1259.93 0.032219 3.17 12.41 12.12 1.00 1.42 0.055toma 620 PF 1 39.40 1257.00 1258.32 1258.65 1259.37 0.091173 4.53 8.69 11.17 1.64 1.32 0.055toma 610 PF 1 39.40 1256.00 1257.68 1257.93 1258.54 0.066185 4.11 9.59 11.12 1.41 1.68 0.055toma 600 PF 1 39.40 1255.00 1256.75 1257.07 1257.82 0.075406 4.58 8.59 9.06 1.50 1.75 0.055toma 590 PF 1 39.40 1255.00 1256.23 1256.45 1257.09 0.058583 4.11 9.59 9.93 1.33 1.23 0.055toma 580 PF 1 39.40 1255.00 1256.18 1256.18 1256.68 0.032564 3.14 12.54 12.61 1.01 1.18 0.055toma 570 PF 1 39.40 1254.00 1254.90 1255.23 1256.03 0.135533 4.71 8.36 13.94 1.94 0.90 0.055toma 560 PF 1 39.40 1253.00 1254.24 1254.47 1255.01 0.064816 3.90 10.10 12.62 1.39 1.24 0.055toma 550 PF 1 39.40 1253.00 1254.00 1254.02 1254.43 0.037646 2.91 13.55 17.63 1.06 1.00 0.055toma 540 PF 1 39.40 1252.00 1252.69 1253.00 1253.72 0.133721 4.49 8.77 15.44 1.90 0.69 0.055toma 530 PF 1 39.40 1251.00 1252.28 1252.37 1252.83 0.048075 3.26 12.07 15.43 1.18 1.28 0.055toma 520 PF 1 39.40 1250.25 1252.39 1251.50 1252.49 0.003729 1.44 27.39 17.17 0.36 2.13 0.055toma 511 Lat Structtoma 510 PF 1 37.18 1250.00 1252.39 1250.93 1252.45 0.001467 1.10 33.92 15.79 0.23 2.39 0.055

HEC-RAS Plan: plan 58 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 509 Inl Structtoma 500 PF 1 37.18 1249.00 1250.33 1249.98 1250.58 0.013053 2.23 16.65 13.21 0.63 1.33 0.055toma 495 PF 1 37.18 1249.00 1249.98 1249.98 1250.46 0.034884 3.07 12.12 12.82 1.01 0.98 0.055toma 490 PF 1 37.18 1248.00 1249.12 1249.43 1250.14 0.089694 4.47 8.31 10.76 1.62 1.12 0.055toma 480 PF 1 37.18 1246.66 1249.16 1248.83 1249.59 0.020418 2.91 12.77 8.18 0.74 2.51 0.055toma 470 PF 1 37.18 1247.00 1248.72 1248.72 1249.31 0.035190 3.41 10.89 9.28 1.01 1.72 0.055toma 460 PF 1 37.18 1246.00 1248.00 1247.24 1248.14 0.005465 1.67 22.32 15.20 0.44 2.00 0.055toma 450 PF 1 37.18 1246.00 1247.56 1247.56 1248.00 0.032774 2.94 12.66 14.60 1.01 1.56 0.055toma 440 PF 1 37.18 1245.50 1246.37 1246.68 1247.39 0.115171 4.49 8.29 13.13 1.80 0.86 0.055toma 430 PF 1 37.18 1245.00 1246.19 1246.21 1246.57 0.039546 2.75 13.52 20.05 1.07 1.19 0.055toma 420 PF 1 37.18 1244.51 1245.65 1245.72 1246.14 0.043627 3.11 11.97 15.63 1.13 1.14 0.055toma 410 PF 1 37.18 1244.00 1244.98 1245.15 1245.63 0.056513 3.57 10.40 13.31 1.29 0.98 0.055toma 400 PF 1 37.18 1243.33 1244.59 1244.67 1245.09 0.044016 3.15 11.80 15.30 1.14 1.25 0.055toma 390 PF 1 37.18 1242.03 1243.05 1243.42 1244.27 0.158462 4.88 7.61 13.56 2.08 1.02 0.055toma 380 PF 1 37.18 1241.88 1243.27 1243.27 1243.68 0.032966 2.85 13.06 15.87 1.00 1.38 0.055toma 370 PF 1 37.18 1241.00 1241.75 1242.12 1242.97 0.158542 4.91 7.58 13.41 2.08 0.75 0.055toma 360 PF 1 37.18 1240.00 1241.32 1241.46 1241.98 0.050450 3.59 10.34 12.12 1.24 1.32 0.055toma 350 PF 1 37.18 1239.42 1240.56 1240.79 1241.38 0.068563 4.01 9.28 11.61 1.43 1.14 0.055toma 340 PF 1 37.18 1239.00 1239.98 1240.17 1240.72 0.058925 3.80 9.79 11.77 1.33 0.98 0.055toma 330 PF 1 37.18 1238.00 1240.04 1239.70 1240.36 0.014752 2.52 14.77 11.13 0.70 2.04 0.055toma 320 PF 1 37.18 1238.00 1239.95 1240.22 0.011277 2.28 16.30 11.57 0.61 1.95 0.055toma 310 PF 1 37.18 1238.00 1239.54 1239.54 1240.02 0.032084 3.05 12.20 12.91 1.00 1.54 0.055toma 300 PF 1 37.18 1237.00 1238.45 1238.76 1239.47 0.083770 4.48 8.30 10.01 1.57 1.44 0.055toma 290 PF 1 37.18 1237.00 1237.93 1238.11 1238.67 0.061763 3.81 9.75 12.05 1.35 0.92 0.055toma 280 PF 1 37.18 1235.91 1236.78 1237.10 1237.84 0.107584 4.56 8.16 11.73 1.74 0.86 0.055toma 270 PF 1 37.18 1235.00 1236.00 1236.25 1236.91 0.073861 4.23 8.79 10.49 1.48 1.00 0.055toma 260 PF 1 37.18 1234.00 1235.13 1235.43 1236.14 0.078478 4.45 8.36 9.70 1.53 1.13 0.055toma 250 PF 1 37.18 1233.05 1234.05 1234.39 1235.14 0.127443 4.63 8.04 13.14 1.89 1.01 0.055toma 240 PF 1 37.18 1233.00 1234.02 1234.02 1234.44 0.033166 2.89 12.89 15.40 1.01 1.02 0.055toma 230 PF 1 37.18 1232.00 1232.77 1233.12 1233.80 0.126886 4.49 8.27 13.14 1.81 0.77 0.055toma 220 PF 1 37.18 1231.81 1232.92 1232.92 1233.25 0.035379 2.56 14.53 21.87 1.00 1.11 0.055toma 210 PF 1 37.18 1231.00 1232.00 1232.20 1232.68 0.091214 3.66 10.16 17.92 1.55 1.00 0.055toma 200 PF 1 37.18 1230.19 1231.25 1231.39 1231.76 0.083022 3.16 11.75 24.62 1.46 1.06 0.055toma 190 PF 1 37.18 1229.65 1230.58 1230.68 1231.03 0.062543 2.95 12.58 23.67 1.29 0.93 0.055toma 180 PF 1 37.18 1228.11 1229.24 1229.56 1230.18 0.105589 4.30 8.65 13.67 1.72 1.13 0.055toma 170 PF 1 37.18 1227.25 1228.64 1228.86 1229.38 0.054491 3.82 9.74 10.90 1.29 1.38 0.055toma 160 PF 1 37.18 1225.77 1227.02 1227.51 1228.49 0.135470 5.38 6.91 9.00 1.96 1.25 0.055toma 150 PF 1 37.18 1225.00 1226.13 1226.48 1227.20 0.101980 4.60 8.09 11.05 1.72 1.13 0.055toma 140 PF 1 37.18 1223.71 1224.57 1224.93 1225.81 0.198075 4.92 7.56 15.60 2.25 0.86 0.055toma 130 PF 1 37.18 1222.21 1222.98 1223.31 1224.09 0.144616 4.67 7.96 14.09 1.98 0.77 0.055toma 120 PF 1 37.18 1221.00 1221.84 1222.15 1222.84 0.103505 4.43 8.39 12.40 1.72 0.84 0.055toma 110 PF 1 37.18 1220.00 1220.94 1221.23 1221.88 0.086195 4.29 8.68 11.61 1.58 0.94 0.055toma 100 PF 1 37.18 1219.00 1220.96 1220.63 1221.21 0.013342 2.22 16.74 14.73 0.67 1.96 0.055toma 90 PF 1 37.18 1219.00 1220.46 1220.46 1220.98 0.032907 3.20 11.60 11.23 1.01 1.46 0.055

HEC-RAS Plan: plan 58 River: amojao Reach: toma Profile: PF 1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Max Chl Dpth Mann Wtd Total

(m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) toma 80 PF 1 37.18 1218.00 1219.34 1219.65 1220.39 0.106908 4.52 8.22 11.35 1.70 1.34 0.055toma 70 PF 1 37.18 1218.00 1218.92 1219.05 1219.47 0.057830 3.30 11.26 16.41 1.27 0.91 0.055toma 60 PF 1 37.18 1217.00 1218.32 1218.44 1218.93 0.049978 3.47 10.73 12.69 1.20 1.32 0.055toma 50 PF 1 37.18 1216.00 1217.51 1217.76 1218.33 0.066192 4.02 9.24 10.87 1.39 1.51 0.055toma 40 PF 1 37.18 1215.17 1216.65 1216.94 1217.60 0.079308 4.31 8.62 10.45 1.52 1.48 0.055toma 30 PF 1 37.18 1215.00 1216.76 1216.76 1217.16 0.034157 2.80 13.27 16.83 1.01 1.76 0.055toma 20 PF 1 37.18 1214.40 1215.75 1216.02 1216.63 0.074418 4.16 8.93 11.05 1.48 1.35 0.055toma 10 PF 1 37.18 1213.94 1215.06 1215.33 1215.85 0.075748 3.92 9.48 13.09 1.47 1.13 0.055

0 5 10 15 20 25 301250

1251

1252

1253

1254

1255

1256

Plan 58 28/02/2014 RS = 509 IS CAUDAL=39.4 m3/S

Station (m)

Ele

vatio

n (m

)

Legend

EG PF 1

WS PF 1

Ground

Ineff

Bank Sta

.055

480 490 500 510 520

1248

1250

1252

1254

Plan 58 28/02/2014 CAUDAL=39.4 m3/S

Main Channel Distance (m)

Ele

vatio

n (m

)

Legend

EG PF 1

Crit PF 1

WS PF 1

Ground

amojao toma