Dissipator Of Energy (Pluvial Waters) DWG Block for AutoCAD

Dissipator Of Energy (Pluvial Waters) DWG Block for AutoCAD

Energy Dissipator for pluvial waters

Drawing labels, details, and other text information extracted from the CAD file:

pipe dia., min., riprap embedment, stilling dasin dimension table, riprag embedment, wire mesh, where slope is steeper than, min., fillet, existing flow line, slope to conform, to existing f.l., spacing of between, randorn whit maximum, riprap place at, rocks, impact type energy dissipator, discharge in cubic feet per second, discharge limits, reinforcing steel special desing., slope of inlet pipe shall not excced, for minimun length of two, diamters upstream, inlet may be constructed, lithically with the structure, for vel. fps and, special model test should be, made., notes:, developed by the bureau of modified by the city of los angeles for storm draim, width in feet, upper limit, lower limit, suggesred, piper size, dia, area, max, suggested, riprap, size, inches, stilling dasin dimension table, wire mesh, where slope is steeper than, fillet, existing flow line, slope to conform, to existing f.l., spacing of between, randorn whit maximum, riprap place at, rocks, impact type energy dissipator, discharge in cubic feet per second, discharge limits, reinforcing steel special desing., slope of inlet pipe shall not excced, for minimun length of two, diamters upstream, inlet may be constructed, lithically with the structure, for vel. fps and, special model test should be, made., notes:, developed by the bureau of modified by the city of los angeles for storm draim, width in feet, upper limit, lower limit, pipe dia., min., riprap embedment, fillet

Raw text data extracted from CAD file:

\A1;0'-6.0" \A1;0'-8.0" \A1;4 PIPE DIA. (MIN.) \A1;4' MIN. \A1;3' MIN. \A1;L \A1;a \A1;b \A1;e \A1;H \A1;k \A1;d \A1;c \A1;k \A1;6"min. \A1;12"min \A1;8"min riprap embedment \A1;k \A1;d \A1;g \A1;tp \A1;d \A1;tb \A1;k \A1;tf \A1;tw/2 \A1;tw/2 4"min \A1;tw (8"max) \A1;tw (8"max) \A1;f \A1;tw \A1;w \A1;12" \A1;12" 38 59 85 115 151 191 236 239 5-6 6-9 8-0 9-3 10-6 11-9 13-0 14-3 16-6 4-3 5-3 6-3 7-3 8-0 9-0 9-9 10-9 12-3 7-4 9-0 10-8 12-4 14-0 15-8 17-4 19-0 22-0 3-3 3-11 4-7 5-3 6-0 6-9 7-4 8-0 9-3 4-1 5-1 6-1 7-1 8-0 8-11 10-4 11-0 12-9 2-4 2-10 3-4 3-10 4-5 4-11 5-5 5-11 6-11 0-11 1-2 1-4 1-7 1-9 2-0 2-2 2-5 2-9 0-6 0-6 0-8 0-8 0-10 0-10 1-0 1-0 1-3 1-6 2-0 2-6 3-0 3-0 3-0 3-0 3-0 3-0 2-1 2-6 3-0 3-6 3-11 4-5 4-11 5-4 6-2 6 6 6 7 8 9 10 11 12 6 6 6 7 8 9 10 11 12 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 6 6 7 8 9 10 10 11 12 6 6 7 8 8 8 8 8 8 3 3 7 3 4 4 4 6 6 4.0 7.0 8.5 9.0 9.5 10.5 12.0 13.0 14.0 STILLING DASIN DIMENSION TABLE 8" RIPRAG EMBEDMENT 6X6-10/10 WIRE MESH WHERE SLOPE IS STEEPER THAN 4:1 12" MIN. 6" MIN. 4" FILLET EXISTING FLOW LINE SLOPE TO CONFORM TO EXISTING F.L. SPACING OF 2" BETWEEN RANDORN WHIT MAXIMUM RIPRAP PLACE AT ROCKS IMPACT TYPE ENERGY DISSIPATOR 10 20 30 40 60 80 100 200 300 400 3 4 6 9 10 20 DISCHARGE IN CUBIC FEET PER SECOND DISCHARGE LIMITS 1. REINFORCING STEEL - SPECIAL DESING. 2. SLOPE OF INLET PIPE SHALL NOT EXCCED 10% FOR A MINIMUN LENGTH OF TWO DIAMTERS UPSTREAM 3. INLET MAY BE CONSTRUCTED MONO- LITHICALLY WITH THE STRUCTURE 4. FOR VEL. > 30 FPS AND > 400 CFS, SPECIAL MODEL TEST SHOULD BE MADE. NOTES: DEVELOPED BY THE BUREAU OF RECLAMATION, MODIFIED BY THE CITY OF LOS ANGELES FOR STORM DRAIM PURP[OSES WIDTH IN FEET ( W ) UPPER LIMIT LOWER LIMIT Suggesred Piper Size Dia (in) Area (sq.ft.) Max Q W H L a b c d e f g t w t f t h t p k Suggested Riprap Size Inches F e e t a n d I n c h e s 18 24 38 36 42 48 54 60 72 1.77 3.14 4.91 7.07 9.62 12.57 15.90 19.63 28.27 21 38 59 85 115 151 191 236 239 5-6 6-9 8-0 9-3 10-6 11-9 13-0 14-3 16-6 4-3 5-3 6-3 7-3 8-0 9-0 9-9 10-9 12-3 7-4 9-0 10-8 12-4 14-0 15-8 17-4 19-0 22-0 3-3 3-11 4-7 5-3 6-0 6-9 7-4 8-0 9-3 4-1 5-1 6-1 7-1 8-0 8-11 10-4 11-0 12-9 2-4 2-10 3-4 3-10 4-5 4-11 5-5 5-11 6-11 0-11 1-2 1-4 1-7 1-9 2-0 2-2 2-5 2-9 0-6 0-6 0-8 0-8 0-10 0-10 1-0 1-0 1-3 1-6 2-0 2-6 3-0 3-0 3-0 3-0 3-0 3-0 2-1 2-6 3-0 3-6 3-11 4-5 4-11 5-4 6-2 6 6 6 7 8 9 10 11 12 6 6 6 7 8 9 10 11 12 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 6 6 7 8 9 10 10 11 12 6 6 7 8 8 8 8 8 8 3 3 7 3 4 4 4 6 6 4.0 7.0 8.5 9.0 9.5 10.5 12.0 13.0 14.0 STILLING DASIN DIMENSION TABLE 6X6-10/10 WIRE MESH WHERE SLOPE IS STEEPER THAN 4:1 4" FILLET EXISTING FLOW LINE SLOPE TO CONFORM TO EXISTING F.L. SPACING OF 2" BETWEEN RANDORN WHIT MAXIMUM RIPRAP PLACE AT ROCKS IMPACT TYPE ENERGY DISSIPATOR 10 20 30 40 60 80 100 200 300 400 3 4 6 9 10 20 DISCHARGE IN CUBIC FEET PER SECOND DISCHARGE LIMITS 1. REINFORCING STEEL - SPECIAL DESING. 2. SLOPE OF INLET PIPE SHALL NOT EXCCED 10% FOR A MINIMUN LENGTH OF TWO DIAMTERS UPSTREAM 3. INLET MAY BE CONSTRUCTED MONO- LITHICALLY WITH THE STRUCTURE 4. FOR VEL. > 30 FPS AND > 400 CFS, SPECIAL MODEL TEST SHOULD BE MADE. NOTES: DEVELOPED BY THE BUREAU OF RECLAMATION, MODIFIED BY THE CITY OF LOS ANGELES FOR STORM DRAIM PURP[OSES WIDTH IN FEET ( W ) UPPER LIMIT LOWER LIMIT 5 0'-8.0" 4 PIPE DIA. (MIN.) 4' MIN. 3' MIN. L a b e H k d c k 6"min. 12"min 8"min riprap embedment k d g tp d tb k tf tw/2 tw/2 4"min 3" Fillet tw (8"max) 1:1 tw (8"max) f tw w 12" 12"

Language	English
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, DWG, energy, kläranlage, pluvial, treatment plant, waters