Energy Dissipating Wells DWG Plan for AutoCAD

Plan of a dissipative poses;; energy after three flights of fast .. And there is the same design

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

P.c., P.t., Water channel, Control section, Water channel, P.c., P.t., Water channel, Control section, Water channel, P.c., P.t., Water channel, Control section, Water channel, P.c., P.t., Water channel, Control section, Water channel, P.c., P.t., Water channel, Control section, Water channel, P.c., P.t., Water channel, Control section, Water channel, P.c., P.t., Water channel, Control section, Water channel, P.c., P.t., Water channel, Control section, Water channel, Quota, channel, meeting, Elastomeric, meeting, Elastomeric, meeting, Elastomeric, meeting, Elastomeric, concrete, concrete, concrete, Elastomeric joint, concrete, concrete, Concrete portland cement type ip, Steel corrugated bars, Min., compacted fill, To proctor standar, Technical specifications, Together, Elastomeric material, Tarring or mixing, Stirrups of, Long Overlap min., Protection fencing, Angled quarry material, Location, height, variable, variable, concrete, artworks, artwork, Progressive, Location, Dissipative sink, Main channel, Dissipative sink, principal, Main channel, Dissipative sink, Main channel, Dissipative sink, Main channel, Dissipative sink, Main channel, Dissipative sink, Main channel, Dissipative sink, Main channel, Dissipative sink, Main channel, Dissipative sink, Main channel, Dissipative sink, Main channel, Dissipative sink, Main channel, meeting, Elastomeric, meeting, Elastomeric, Elastic gasket sealer, Of polyurethane, Water stop, Tecnoport, Wall, Outer face, Inner face walls, Outer face, concrete, scale, Of gaskets, meeting, Elastomeric, meeting, Elastomeric, meeting, Elastomeric, Power line, water depth, Refill, concrete, Terrain profile, existing, Refill, concrete, Terrain profile, existing, Stone sticking, Concrete f’c, Stuffing packed with own material, Concrete f’c, Wall, Corrugated steel, in both ways, Corrugated steel, in both ways, legend, scale, Typical posing plant, scale, Longitudinal profile poses typical dissipator, scale, Quick channel cut, scale, Cut-off, scale, Dissipative posture cut, scale, Longitudinal profile poses typical dissipator, scale, Exp., Typical hydraulic design, Final graphic after design

Raw text data extracted from CAD file:

0,42 0,42 1,36 1,36 1,41 1,41 0,44 0,44 0,5 0,5 0,29 0,4 0,4 0,4 0,4 0,44 0,44 1,28 1,28 1,42 1,42 0,39 0,39 0,5 0,5 0,26 0,4 0,4 0,4 0,4 0,42 0,42 0,73 0,73 1,24 1,24 0,31 0,31 0,5 0,5 0,2 0,4 0,4 0,4 0,4 0,43 0,43 0,46 0,46 1,22 1,22 0,27 0,27 0,5 0,5 0,18 0,4 0,4 0,4 0,4 0,41 0,41 0,51 0,51 1,26 1,26 0,31 0,31 0,5 0,5 0,21 0,4 0,4 0,4 0,4 0,38 0,38 0,5 0,5 1,27 1,27 0,3 0,3 0,5 0,5 0,2 0,4 0,4 0,4 0,4 0,38 0,38 0,5 0,5 1,27 1,27 0,3 0,3 0,5 0,5 0,2 0,4 0,4 0,4 0,4 0,38 0,38 0,5 0,5 1,27 1,27 0,3 0,3 0,5 0,5 0,2 0,4 0,4 0,4 0,4 \A1;LC \A1;LC \A1;LT \A1;LT \A1;LP \A1;LP \A1;N \A1;N \A1;LS \A1;LS \A1;HP \A1;0.40 \A1;0.40 \A1;0.40 0.15 LP N LS LC Le 0.20 0.20 b BC e e 0.10 0.10 e e 0.15 0.15 HP 0.40 0.10 0.15 0.15 LP N LS LC Le b 0.15 0.15 e e 0.40 b e e HP+0.30 e BC e b HP+0.40 e e BC e b 0.40 0.10 0.10 b 0.10 0.15 0.15 0.15 \A1;LR3 \A1;LR2 \A1;LR1 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.13 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.13 \A1;0.30 \A1;0.13 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.13 \A1;HT \A1;0.30 \A1;0.40 \A1;0.30 .30 .12 .40 .12 .30 .40 .12 .30 .10 .40 .10 .30 .30 .10 .00 .15 .15 .40 .65 .15 .10 .90 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.17 \A1;.20 \A1;.10 \A1;.20 \A1;.30 \A1;.40 \A1;HT \A1;.40 \A1;.40 \A1; 3492.00 3493.00 3494.00 3495.00 3496.00 3497.00 3498.00 3499.00 0+048 0+049 0+050 0+051 0+052 0+053 0+054 0+055 0+056 0+057 0+058 0+059 0+060 0+061 0+062 0+063 0+064 0+065 0+066 0+067 0+068 0+069 0+070 0+071 0+072 0+073 0+074 0+075 0+076 0+077 0+078 0+079 0+080 0+081 0+082 0+083 0+084 0+085 0+086 0+087 0+088 0+089 0+090 0+091 0+092 0+093 0+094 0+095 0+096 0+097 0+098 0+099 0+100 0+101 0+102 0+103 0+104 0+105 0+106 0+107 0+108 0+109 0+110 0+111 0+112 0+113 0+114 0+115 0+116 0+117 0+118 0+119 0+120 Est:0+052.72 E:3498.460 Est:0+066.11 E:3497.362 Est:0+094.27 E:3496.517 s=-0.082 s=-0.03 s=-0.133 Est:0+111.08 E:3494.281 Est:0+111.51 E:3494.147 Est:0+112.87 E:3493.466 Est:0+114.71 E:3493.759 P.C. P.T. Q= 0.03m³/s; Yn= 0.054; V= 1.4m/s Canal aguas arriba; s=-0.03 Sección de control Yn= 0.054 V= 2.258m/s; Yo= 0.033 Y= -0.1330 X -0.435201 X² Y1=0.017 Y2=0.251 Yn= 0.049; V= 1.526m/s Canal aguas abajo; s=-0.039 1:2 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3452.00 3453.00 3454.00 3455.00 3456.00 3457.00 3458.00 3459.00 3460.00 3461.00 3462.00 3463.00 3464.00 3465.00 1+382 1+383 1+384 1+385 1+386 1+387 1+388 1+389 1+390 1+391 1+392 1+393 1+394 1+395 1+396 1+397 1+398 1+399 1+400 1+401 1+402 1+403 1+404 1+405 1+406 1+407 1+408 1+409 1+410 1+411 1+412 1+413 1+414 1+415 1+416 1+417 1+418 1+419 1+420 1+421 1+422 1+423 1+424 1+425 1+426 1+427 1+428 1+429 1+430 1+431 1+432 1+433 1+434 1+435 1+436 1+437 1+438 1+439 1+440 1+441 1+442 1+443 1+444 1+445 1+446 1+447 1+448 1+449 1+450 1+451 1+452 1+453 1+454 Est:1+386.83 E:3464.494 Est:1+404.65 E:3460.841 Est:1+425.85 E:3456.750 s=-0.205 s=-0.193 s=-0.181 Est:1+444.61 E:3453.355 Est:1+445.04 E:3453.206 Est:1+446.32 E:3452.566 Est:1+448.13 E:3452.825 P.C. P.T. Q= 0.03m³/s; Yn= 0.063; V= 1.183m/s Canal aguas arriba; s=-0.018 Sección de control Yn= 0.063 V= 2.484m/s; Yo= 0.03 Y= -0.1810 X -0.364887 X² Y1=0.017 Y2=0.253 Yn= 0.047; V= 1.61m/s Canal aguas abajo; s=-0.046 1:2 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3369.00 3370.00 3371.00 3372.00 3373.00 3374.00 3375.00 3376.00 3377.00 2+668 2+669 2+670 2+671 2+672 2+673 2+674 2+675 2+676 2+677 2+678 2+679 2+680 2+681 2+682 2+683 2+684 2+685 2+686 2+687 2+688 2+689 2+690 2+691 2+692 2+693 2+694 2+695 2+696 2+697 2+698 2+699 2+700 2+701 2+702 2+703 2+704 2+705 2+706 2+707 2+708 2+709 2+710 2+711 2+712 2+713 2+714 2+715 2+716 2+717 2+718 2+719 2+720 2+721 2+722 2+723 2+724 2+725 2+726 2+727 Est:2+673.21 E:3376.131 s=-0.125 Est:2+718.33 E:3370.491 Est:2+718.75 E:3370.361 Est:2+719.48 E:3369.997 Est:2+721.02 E:3370.200 P.C. P.T. Q= 0.03m³/s; Yn= 0.056; V= 1.336m/s Canal aguas arriba; s=-0.026 Sección de control Yn= 0.056 V= 2.214m/s; Yo= 0.034 Y= -0.1250 X -0.451521 X² Y1=0.02 Y2=0.227 Yn= 0.057; V= 1.319m/s Canal aguas abajo; s=-0.025 1:2 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3361.00 3362.00 3363.00 3364.00 3365.00 3366.00 3367.00 3368.00 3369.00 3370.00 2+794 2+795 2+796 2+797 2+798 2+799 2+800 2+801 2+802 2+803 2+804 2+805 2+806 2+807 2+808 2+809 2+810 2+811 2+812 2+813 2+814 2+815 2+816 2+817 2+818 2+819 2+820 2+821 2+822 2+823 2+824 2+825 2+826 2+827 2+828 2+829 2+830 2+831 2+832 2+833 2+834 2+835 2+836 2+837 2+838 2+839 2+840 2+841 Est:2+798.72 E:3368.688 s=-0.196 Est:2+833.02 E:3361.965 Est:2+833.46 E:3361.814 Est:2+833.92 E:3361.583 Est:2+835.41 E:3361.765 P.C. P.T. Q= 0.03m³/s; Yn= 0.059; V= 1.265m/s Canal aguas arriba; s=-0.022 Sección de control Yn= 0.059 V= 2.545m/s; Yo= 0.029 Y= -0.1960 X -0.349461 X² Y1=0.021 Y2=0.224 Yn= 0.05; V= 1.487m/s Canal aguas abajo; s=-0.036 1:2 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3355.00 3356.00 3357.00 3358.00 3359.00 3360.00 3361.00 3362.00 2+850 2+851 2+852 2+853 2+854 2+855 2+856 2+857 2+858 2+859 2+860 2+861 2+862 2+863 2+864 2+865 2+866 2+867 2+868 2+869 2+870 2+871 2+872 2+873 2+874 2+875 2+876 2+877 2+878 2+879 2+880 2+881 2+882 Est:2+854.75 E:3361.169 s=-0.247 Est:2+874.40 E:3356.316 Est:2+874.80 E:3356.164 Est:2+875.32 E:3355.908 Est:2+876.89 E:3356.116 P.C. P.T. Q= 0.03m³/s; Yn= 0.05; V= 1.487m/s Canal aguas arriba; s=-0.036 Sección de control Yn= 0.05 V= 2.729m/s; Yo= 0.027 Y= -0.2470 X -0.310651 X² Y1=0.02 Y2=0.23 Yn= 0.044; V= 1.706m/s Canal aguas abajo; s=-0.055 1:2 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3351.00 3352.00 3353.00 3354.00 3355.00 2+909 2+910 2+911 2+912 2+913 2+914 2+915 2+916 2+917 2+918 2+919 2+920 2+921 2+922 2+923 2+924 2+925 2+926 2+927 2+928 2+929 2+930 Est:2+914.05 E:3354.113 s=-0.277 Est:2+921.79 E:3351.968 Est:2+922.18 E:3351.820 Est:2+922.68 E:3351.569 Est:2+924.25 E:3351.768 P.C. P.T. Q= 0.03m³/s; Yn= 0.044; V= 1.706m/s Canal aguas arriba; s=-0.055 Sección de control Yn= 0.044 V= 2.835m/s; Yo= 0.026 Y= -0.2770 X -0.292102 X² Y1=0.02 Y2=0.232 Yn= 0.037; V= 2.054m/s Canal aguas abajo; s=-0.098 1:2 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3351.00 3352.00 3353.00 3354.00 3355.00 2+909 2+910 2+911 2+912 2+913 2+914 2+915 2+916 2+917 2+918 2+919 2+920 2+921 2+922 2+923 2+924 2+925 2+926 2+927 2+928 2+929 2+930 Est:2+914.05 E:3354.113 s=-0.277 Est:2+921.79 E:3351.968 Est:2+922.18 E:3351.820 Est:2+922.68 E:3351.569 Est:2+924.25 E:3351.768 P.C. P.T. Q= 0.03m³/s; Yn= 0.044; V= 1.706m/s Canal aguas arriba; s=-0.055 Sección de control Yn= 0.044 V= 2.835m/s; Yo= 0.026 Y= -0.2770 X -0.292102 X² Y1=0.02 Y2=0.232 Yn= 0.037; V= 2.054m/s Canal aguas abajo; s=-0.098 1:2 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3351.00 3352.00 3353.00 3354.00 3355.00 2+909 2+910 2+911 2+912 2+913 2+914 2+915 2+916 2+917 2+918 2+919 2+920 2+921 2+922 2+923 2+924 2+925 2+926 2+927 2+928 2+929 2+930 Est:2+914.05 E:3354.113 s=-0.277 Est:2+921.79 E:3351.968 Est:2+922.18 E:3351.820 Est:2+922.68 E:3351.569 Est:2+924.25 E:3351.768 P.C. P.T. Q= 0.03m³/s; Yn= 0.044; V= 1.706m/s Canal aguas arriba; s=-0.055 Sección de control Yn= 0.044 V= 2.835m/s; Yo= 0.026 Y= -0.2770 X -0.292102 X² Y1=0.02 Y2=0.232 Yn= 0.037; V= 2.054m/s Canal aguas abajo; s=-0.098 1:2 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LC LC LT LT LP LP N N LS LS HP 5 5 5 1 1 1 1 LP N LS LC Le Q 5 5 b BC e e 5 5 e e A A C D E B D E C B Q Q Q 5 5 HP 5 COTA: A COTA: B COTA: C S% canal 0.10 5 5 LP N LS LC Le b 5 5 Junta Elastomerica Junta Elastomerica Junta Elastomerica 3/4″ Junta Elastomerica 3/4″ ƒ’c=175kg/cm2 Concreto ƒ’c=175kg/cm2 Concreto \A1;d\S3/8;” @ 0.20 \A1;d3/8″ @ 0.20 ƒ’c=175kg/cm2 Concreto e e 5 b e 3/4″ Junta elastomerica ƒ’c=175kg/cm2 Concreto ƒ’c=210kg/cm2 Concreto e HP+0.30 e BC e b HP+0.40 e e BC e b \A1;d\S3/8;” @ 0.20 \A1;d\S3/8;” @ 0.20 \A1;d\S3/8;” @ 0.20 CONCRETOS : Cemento Portland TIPO IP f’c=210 kg/cm2 (en losa) ACERO : Barras Corrugadas fy=4200 kg/cm2 1/2″ 40 Ø (Diametros) Min. RELLENO COMPACTADO : Al 95% de Proctor Standar ESPECIFICACIONES TECNICAS JUNTAS : MATERIAL ELASTOMERICO Tarrajeo Mezcla 1:3 f’c=210 kg/cm2+30%PM (en estribos de apoyo) LONG. TRASLAPE : 3/8″ 30 Ø (Diametros) Min. ENROCADO DE PROTECCION : Material de Cantera de forma Angulosa øn=0.30m. Ubicacion Q Altura b hp bc e le lc lp n ls 30 l/s 0.40 0.40 0.40 0.60 0.20 Variable 0.50 Variable 0.35 0.50 5 5 5 5 5 0.10 0.30 0.10 b ƒ’c=175kg/cm2 Concreto 0.10 OBRAS DE ARTE Nº OBRA DE ARTE PROGRESIVA UBICACION 1 Poza disipadora 0+108.00 Canal principal 2 Poza disipadora 1+405.00 Principal Canal principal 3 Poza disipadora 1+426.00 Canal principal 4 Poza disipadora 1+444.00 Canal principal 5 Poza disipadora 1+480.00 Canal principal 6 Poza disipadora 2+718.00 Canal principal 7 Poza disipadora 2+833.00 Canal principal 8 Poza disipadora 2+874.00 Canal principal 9 Poza disipadora 2+922.00 Canal principal 10 Poza disipadora 3+004.00 Canal principal 11 Poza disipadora 3+041.00 Canal principal LR3 1 2 1 1.5 LR2 LR1 5 5 5 5 5 5 5 5 Junta Elastomerica Junta Elastomerica 01 02 03 04 05 06 07 08 09 5 5 5 5 5 5 5 5 Sellador elástico de juntas de Poliuretano ancho=1″, alto=1.0 cm Water Stop 6″ tecnoport 1″ tecnoport 1″ 0.10-15 muro (canal) cara exterior (muros) cara interior muros cara exterior (muros) Concreto f’c=210kg/cm2 Escala 1/7.5 \L\C154;DETALLE DE JUNTAS DE HT 5 5 5 Junta Elastomerica Junta Elastomerica Junta Elastomerica Linea de Energia Tirante de Agua A A A A A A B B C C C C Rell Rell Concreto f’c=175 kg/cm2 Perfil del Terreno Existente 5 .10 5 .10 5 5 .10 5 1:1.5 Rell Rell Concreto f’c=210 kg/cm2 e=0.12m Perfil del Terreno Existente 5 5 5 5 5 5 5 Emboquillado de piedra 5 5 CONCRETO f’c = 210Kg/cm2 \W7.11791; Relleno \W7.02642; Compactado con \W7.12307; Material Propio 5 5 5 5 5 CONCRETO f’c = 210Kg/cm2 0.10-15 muro (canal) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Acero corrugado de d 3/8″ Acero corrugado de d 3/8″ Acero corrugado de d 3/8″ @ 0.20 en ambos sentidos Acero corrugado de d 3/8″ @ 0.20 en ambos sentidos .30 .40 HT .40 .40 LEYENDA ESCALA 1 : 25 PLANTA – POSA DISIPADORA TIPICA ESCALA 1 : 25 PERFIL LONGITUDINAL – POSA DISIPADORA TIPICA ESCALA 1 : 25 CORTE A-A CANAL EN RAPIDA ESCALA 1 : 25 CORTE C-C CANAL ENTRADA Y SALIDA ESCALA 1 : 25 CORTE B-B POSA DISIPADORA ESCALA 1 : 25 PERFIL LONGITUDINAL – POSA DISIPADORA TIPICA ESCALA 1 : 20 VISTA EN 3D DE POSA DISIPADORA DISEÑO HIDRAULICO TIPICO GRAFICO FINAL – LUEGO DE DISEÑO