Channel Flow Measurement Parshall DWG Block for AutoCAD

Definition channel flow measurement Parsall with sliding partitions and equipment .

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

Ddo: d. Santiago caves master, Regional environment directorate, Asturias, Principality of, Ddo: d. Javier rodrigo gutierrez, The project manager, Hydraulic works service, Promotion counseling, Author of the project:, Numerical, Of the works of the purification station, Of wastewater of colunga., Modified project execution, Title of the project:, graph, graphic scale, date:, scale:, Of plan:, Leaf of, Title of the plan:, scale, plant, Grease, your B. A.c., your B. P.v.c. D.e.xt:, Network of, plane of, Emptied, your B. A.c., Dn pipe, To the biological reactor, Water, Pretreated, Dn pipe, Dn pipe, To the storm pond, Of storms, Of the pond, Dn pipe, Sedimentated sludge, your B. F.d., Recirculation sludge, N.l., section, scale, section, scale, Dn pipe, To the biological reactor, N.l., Vert., Grease, your B. A.c., N.l., Vert., Longitude, Dn pipe, Pretreated, Water, To the storm pond, Dn pipe, N.l., N.l., N.l., F.t., your B. F.d., Recirculation sludge, Sedimentated sludge, your B. F.d., Pretreated, Water, Dn pipe, Parshall flow measuring channels

Raw text data extracted from CAD file:

\A1;300 \A1;2300 \A1;2300 \A1;1700 \A1;700 \A1;4299 \A1;1200 \A1;4000 \A1;800 \A1;2600 \A1;450 \A1;250 \A1;2500 \A1;1930 \A1;1800 \A1;300 \A1;800 \A1;700 \A1;250 \A1;250 \A1;2028 \A1;1000 \A1;700 \A1;300 \A1;300 \A1;300 FDO.: D. SANTIAGO CUEVAS MAESTRO DIRECCION REGIONAL DE MEDIO AMBIENTE ASTURIAS PRINCIPADO DE FDO.: D. JAVIER RODRIGO GUTIERREZ EL DIRECTOR DEL PROYECTO SERVICIO DE OBRAS HIDRAULICAS CONSEJERIA DE FOMENTO AUTOR DEL PROYECTO: NUMERICA DE LAS OBRAS DE LA ESTACION DEPURADORA DE AGUAS RESIDUALES DE COLUNGA. (ASTURIAS) MODIFICADO N°1 DEL PROYECTO Y EJECUCION TITULO DEL PROYECTO: GRAFICA ESCALA GRAFICA ABRIL-99 FECHA: ESCALA: N° DE PLANO: HOJA …… DE …… TITULO DEL PLANO: 7.00 9.00 4.90 9.20 8.40 7.85 8.45 9.85 8.85 8.09 \A1;1000 \A1;6750 \A1;1700 \A1;300 \A1;300 \A1;300 \A1;700 \A1;300 \A1;4250 \A1;200 \A1;1010 \A1;300 \A1;1800 \A1;1930 \A1;1200 -20744.72708465413 -20744.72708465413 -20744.72708465413 -20744.72708465413 -20744.72708465413 -20744.72708465413 -20744.72708465413 ESCALA 1:25 PLANTA -20744.72708465413 -20695.72708465543 GRASAS A POZO BOMBEO TUB. A.C. DN.100 TUB. P.V.C. D.E.xt: 160 RED DE VACIADOS) (VER PLANO DE -20744.72708465413 -20744.72708465413 F.T.= 6.50 VACIADO DESARENADOR-DESENGRASADOR TUB. A.C. DN.150 -20744.72708465413 -20744.72708465413 -20744.72708465413 DN.100 FT=8.55 8.32 9.20 7.92 N.V.8.56 7.92 -20744.72708465413 -20744.72708465413 TUBERIA DN 400 -20744.72708465413 AL REACTOR BIOLOGICO -20744.72708465413 -20744.72708465413 -20744.72708465413 8.25 4.90 7.92 9.00 4.90 BY-PASS AGUA PRETRATADA TUBERIA DN 800 -20744.72708465413 -20744.72708465413 TUBERIA DN 300 AL ESTANQUE DE TORMENTAS -20744.72708465413 -20744.72708465413 -20744.72708465413 DE TORMENTAS DEL ESTANQUE TUBERIA DN 300 -20744.72708465413 A A B B FANGOS SEDIMENTADOS TUB. F.D. DN.65 TUB. F.D. DN.200 FANGOS EN RECIRCULACION 5.1.2.7 5.1.2.3 5.1.2.5 5.1.2.1 3.1.11 3.2.1 3.1.5 3.1.9 3.2.1 4.1.1.9 4.1.1.5 4.1.1.23 4.1.1.1 3.1.1 3.1.27 5.1.1.12 5.1.1.14 5.1.1.16 5.1.1.18 5.1.1.25 5.1.1.28 5.1.1.31 5.1.1.20 5.1.1.22 5.1.2.12 5.1.1.1 4.1.1.12 3.1.18 N.L. 6.57 5 4.90 5 9.20 SECCION A-A ESCALA 1:25 5 SECCION B-B ESCALA 1:25 TUBERIA DN 400 AL REACTOR BIOLOGICO 5 5 5 5 4.90 N.L. 8.00 8.25 7.92 F.T.8.60 8.09 VERT. 8.85 6.50 GRASAS A POZO BOMBEO TUB. A.C. DN.100 7.85 8.45 9.85 N.L. 8.47 N.L. 8.73 8.56 VERT. 8.32 5 5 5 LONGUITUD VERTEDERO 4000 5 TUBERIA DN 800 PRETRATADA BY-PASS AGUA 9.00 AL ESTANQUE DE TORMENTAS TUBERIA DN 300 5 7.92 8.00 N.L. 8.45 4.90 N.L. 8.18 7.92 N.L. 8.00 5 5 9.20 9.00 7.00 5 7.00 F.T. 5.50 TUB. F.D. DN.200 FANGOS EN RECIRCULACION FANGOS SEDIMENTADOS TUB. F.D. DN.65 8.10 PRETRATADA BY-PASS AGUA TUBERIA DN 800 5.1.2.15 5.1.2.27 5.1.2.29 5.1.2.31 5.1.2.33 3.1.11 3.2.1 3.1.5 3.1.9 3.2.1 3.1.1 3.1.27 4.1.1.12 5.1.1.1 3.1.27 5.1.2.23 5.1.1.20 5.1.2.9 3.1.18 CANALES DE MEDIDA DE CAUDAL PARSHALL

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

Ddo: d. Santiago caves master, Regional direction of environment, Asturias, Principality of, Ddo: d. Javier rodrigo gutierrez, The project manager, Hydraulic works service, Promotion counseling, Author of the project:, Numerical, Of the works of the purification station, Of wastewater of colunga., Modified project execution, Title of the project:, graph, graphic scale, date:, scale:, Of plan:, Leaf of, Title of the map:, scale, plant, Grease pumping pump, your B. A.c., your B. P.v.c. D.e.xt:, Network of, plane of, Emptied, your B. A.c., Dn pipe, To the biological reactor, Water, Pretreated, Dn pipe, Dn pipe, To the storm pond, Of storms, Of the pond, Dn pipe, Sedimentary sludge, your B. F.d., Sludge in recirculation, N.l., section, scale, section, scale, Dn pipe, To the biological reactor, N.l., Vert., Grease pumping pump, your B. A.c., N.l., Vert., Longitude landfill, Dn pipe, Pretreated, Water, To the storm pond, Dn pipe, N.l., N.l., N.l., F.t., your B. F.d., Sludge in recirculation, Sedimentary sludge, your B. F.d., Pretreated, Water, Dn pipe, Parshall flow measuring channels

Raw text data extracted from CAD file:

\A1;300 \A1;2300 \A1;2300 \A1;1700 \A1;700 \A1;4299 \A1;1200 \A1;4000 \A1;800 \A1;2600 \A1;450 \A1;250 \A1;2500 \A1;1930 \A1;1800 \A1;300 \A1;800 \A1;700 \A1;250 \A1;250 \A1;2028 \A1;1000 \A1;700 \A1;300 \A1;300 \A1;300 FDO.: D. SANTIAGO CUEVAS MAESTRO DIRECCION REGIONAL DE MEDIO AMBIENTE ASTURIAS PRINCIPADO DE FDO.: D. JAVIER RODRIGO GUTIERREZ EL DIRECTOR DEL PROYECTO SERVICIO DE OBRAS HIDRAULICAS CONSEJERIA DE FOMENTO AUTOR DEL PROYECTO: NUMERICA DE LAS OBRAS DE LA ESTACION DEPURADORA DE AGUAS RESIDUALES DE COLUNGA. (ASTURIAS) MODIFICADO N°1 DEL PROYECTO Y EJECUCION TITULO DEL PROYECTO: GRAFICA ESCALA GRAFICA ABRIL-99 FECHA: ESCALA: N° DE PLANO: HOJA …… DE …… TITULO DEL PLANO: 7.00 9.00 4.90 9.20 8.40 7.85 8.45 9.85 8.85 8.09 \A1;1000 \A1;6750 \A1;1700 \A1;300 \A1;300 \A1;300 \A1;700 \A1;300 \A1;4250 \A1;200 \A1;1010 \A1;300 \A1;1800 \A1;1930 \A1;1200 -20744.72708465413 -20744.72708465413 -20744.72708465413 -20744.72708465413 -20744.72708465413 -20744.72708465413 -20744.72708465413 ESCALA 1:25 PLANTA -20744.72708465413 -20695.72708465543 GRASAS A POZO BOMBEO TUB. A.C. DN.100 TUB. P.V.C. D.E.xt: 160 RED DE VACIADOS) (VER PLANO DE -20744.72708465413 -20744.72708465413 F.T.= 6.50 VACIADO DESARENADOR-DESENGRASADOR TUB. A.C. DN.150 -20744.72708465413 -20744.72708465413 -20744.72708465413 DN.100 FT=8.55 8.32 9.20 7.92 N.V.8.56 7.92 -20744.72708465413 -20744.72708465413 TUBERIA DN 400 -20744.72708465413 AL REACTOR BIOLOGICO -20744.72708465413 -20744.72708465413 -20744.72708465413 8.25 4.90 7.92 9.00 4.90 BY-PASS AGUA PRETRATADA TUBERIA DN 800 -20744.72708465413 -20744.72708465413 TUBERIA DN 300 AL ESTANQUE DE TORMENTAS -20744.72708465413 -20744.72708465413 -20744.72708465413 DE TORMENTAS DEL ESTANQUE TUBERIA DN 300 -20744.72708465413 A A B B FANGOS SEDIMENTADOS TUB. F.D. DN.65 TUB. F.D. DN.200 FANGOS EN RECIRCULACION 5.1.2.7 5.1.2.3 5.1.2.5 5.1.2.1 3.1.11 3.2.1 3.1.5 3.1.9 3.2.1 4.1.1.9 4.1.1.5 4.1.1.23 4.1.1.1 3.1.1 3.1.27 5.1.1.12 5.1.1.14 5.1.1.16 5.1.1.18 5.1.1.25 5.1.1.28 5.1.1.31 5.1.1.20 5.1.1.22 5.1.2.12 5.1.1.1 4.1.1.12 3.1.18 N.L. 6.57 5 4.90 5 9.20 SECCION A-A ESCALA 1:25 5 SECCION B-B ESCALA 1:25 TUBERIA DN 400 AL REACTOR BIOLOGICO 5 5 5 5 4.90 N.L. 8.00 8.25 7.92 F.T.8.60 8.09 VERT. 8.85 6.50 GRASAS A POZO BOMBEO TUB. A.C. DN.100 7.85 8.45 9.85 N.L. 8.47 N.L. 8.73 8.56 VERT. 8.32 5 5 5 LONGUITUD VERTEDERO 4000 5 TUBERIA DN 800 PRETRATADA BY-PASS AGUA 9.00 AL ESTANQUE DE TORMENTAS TUBERIA DN 300 5 7.92 8.00 N.L. 8.45 4.90 N.L. 8.18 7.92 N.L. 8.00 5 5 9.20 9.00 7.00 5 7.00 F.T. 5.50 TUB. F.D. DN.200 FANGOS EN RECIRCULACION FANGOS SEDIMENTADOS TUB. F.D. DN.65 8.10 PRETRATADA BY-PASS AGUA TUBERIA DN 800 5.1.2.15 5.1.2.27 5.1.2.29 5.1.2.31 5.1.2.33 3.1.11 3.2.1 3.1.5 3.1.9 3.2.1 3.1.1 3.1.27 4.1.1.12 5.1.1.1 3.1.27 5.1.2.23 5.1.1.20 5.1.2.9 3.1.18 CANALES DE MEDIDA DE CAUDAL PARSHALL