Passage Hydraulic Rectangular DWG Block for AutoCAD

Hydraulic passage with access and exit for pluvial waters

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

variable, variable, variable, variable, plant, Simple rectangular hydraulic passageway, Overall sizing, Foot of slope, Of the road, Track axis, Kilometers of the intersection of, P.h. axis With track shaft, Foot of slope, Of the road, Track axis, variable, court, Index entry, designation:, Hydraulic passage, Rectangular, Output index, Bias angle, Angles of the wing walls with the planes of the entrances, Or outputs of ph their values ​​depend, Of bias angle, Le hose pipe length, Measured along the ph axis., Ls tube length downstream of the track axis, Measured along the ph axis., I length of the wing walls on the side of the entrance, Measured perpendicular to the axis of the track, Ms length of the wing walls on the exit side, Measured perpendicular to the axis of the track, The smaller the width of the mouths together with, Ph measured parallel to the axis of the track, subtitle, Larger respectively of the inlet ports, Measured parallel to the axis of the road, Inner width of the ph., Entrance fee, Shaft dimension, Exit quota, Angles of wing walls, New new, New new, New new, Inner height of ph., Thickness of the slabs of the ph., Thickness of the walls of the entrance mouths, output, court, court, Pvc blade, Of wide, variable, Pvc blade, Of wide

Raw text data extracted from CAD file:

\A1;A \A1;e \A1;0.30 \A1;0.15 \A1;1.00 \A1;0.60 \A1;Me - Variável \A1;e1 \A1;e1 \A1;Be \A1;1.00 \A1;1.00 \A1;0.30 \A1;0.30 \A1;e1 \A1;e1 \A1;a \A1;e \A1;0.30 \A1;Ms - Variável \A1;0.30 \A1;0.75 \A1;0.30 \A1;e \A1;e \A1;A \A1;e \A1;e \A1;A \A1;0.25 \A1;0.05 \A1;0.30 \A1;0.20 \A1;0.30 \A1;2e \A1;0.50 \A1;1.30 \A1;0.25 \A1;Le - Variável \A1;0.05 \A1;0.50 \A1;0.30 \A1;1.00 \A1;1.00 \A1;0.15 \A1;Ls - Variável \A1;2e \A1;e \A1;H \A1;e \A1;0.25 \A1;0.80 \A1;0.50 \A1;0.30 \A1;0.75 \A1;0.30 \A1;0.30 PLANTA PASSAGEM HIDRÁULICA RECTANGULAR SIMPLES DIMENSIONAMENTO GERAL 1 PÉ DE TALUDE DA VIA -10798.36265412958 -10341.68615480434 w 1 w 2 -1910.29447264038 -1910.29447264038 1 3 3 EIXO DA VIA QUILOMETRAGEM DA INTERSECÇÃO DO EIXO DA P.H. COM O EIXO DA VIA -10582.64732938253 w PÉ DE TALUDE DA VIA -2150.982327202684 -10833.66377771094 w 1 w 2 EIXO DA VIA k2 V/H Variável k1 H V i% CORTE 2-2 a1 - ÍNDICE e = entrada Designação: Passagem Hidráulica rectangular simples - ÍNDICE s = saída - ângulo de viés - ângulos dos muros de ala com os planos das entradas ou saídas das PH rectangulares, seus valores dependem do ângulo de viés Le - comprimento do tubo a montante do eixo da via medido segundo o eixo da PH. w w w 1 2 Ls - comprimento do tubo a jusante do eixo da via medido segundo o eixo da PH. Me - comprimento dos muros de ala do lado da entrada medido perpendicularmente ao eixo da via Ms - comprimento dos muros de ala do lado da saída medido perpendicularmente ao eixo da via a - menor largura das bocas junto à entrada ou saída das PH rectangulares medida paralelamente ao eixo da via LEGENDA Be,Bs - maior largura, respectivamente das bocas de entrada e saída, medidas paralelamente ao eixo da via A - largura interior da PH. K1 - Cota de entrada K2 - Cota do eixo K3 - Cota de saída w 1 ÂNGULOS DOS MUROS DE ALA (grados) 167 w 2 a2 2,30 83 1,20 \fTimes New Roman|b0|i0|c0|p18;60 \fUniversalMath1 BT|b0|i0|c2|p18;/ w \fTimes New Roman|b0|i0|c0|p18;> 35 a1 w 1 150 w 2 a2 1,70 180 1,20 \fTimes New Roman|b0|i0|c0|p18;85 \fUniversalMath1 BT|b0|i0|c2|p18;/ w \fTimes New Roman|b0|i0|c0|p18;> 60 a1 w 1 133 w 2 a2 1,30 133 1,30 \fTimes New Roman|b0|i0|c0|p18;100 \fUniversalMath1 BT|b0|i0|c2|p18;/ w \fTimes New Roman|b0|i0|c0|p18;> 85 H - altura interior da PH. e - espessura das lajes da PH. e1 - espessura dos muros alas das bocas de entrada e saída -1910.29447264038 -2302.34122097597 -2302.34122097597 -2007.299292216296 -1910.29447264038 -1910.29447264038 -1910.29447264038 -1910.29447264038 -1910.29447264038 -2118.038780163508 2 2 -1910.29447264038 -1910.29447264038 -1910.29447264038 -1910.29447264038 -1910.29447264038 -3582.271012428027 -1910.29447264038 -1910.29447264038 -1910.29447264038 CORTE 3-3 1598.354813768368 1598.354813768368 1368.819333228254 1368.819333228254 1596.742682850672 -8142.924149557075 -8142.924149557075 -8142.924149557075 -8003.443364623658 -8003.443364623658 -8003.443364623658 -8003.443364623658 -8003.443364623658 CORTE 1-1 288.6767636533768 288.6767636533768 288.6767636533768 288.6767636533768 Lâmina "Water-Stop" em PVC de 0.25m de largura -970.3015592469746 2 1 288.6767636533768 288.6767636533768 288.6767636533768 525.8492540164443 292.8376980552421 292.8376980552421 i% V/H Variável -970.3015592469746 288.6767636533768 Lâmina "Water-Stop" em PVC de 0.25m de largura k3 288.6767636533768 288.6767636533768 1956.992145295182 288.6767636533768 567.5957547616854 288.6767636533768 549.2919125962362 288.6767636533768 288.6767636533768 288.6767636533768

Language	Portuguese
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	access, autocad, block, DWG, exit, hydraulic, kläranlage, passage, pluvial, rectangular, treatment plant, waters