Circular Channel DWG Block for AutoCAD

CIRCULAR CHANNEL

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

right margin, hydraulic properties, ml., left margin, hydraulic properties, ml., pvc, flow of, pending, maning coefficient., alternativi nº, pvc, flow of, pending, maning coefficient., water level, water level, water level, alternativi nº, hydraulic properties, ml., hydraulic properties, ml.

Raw text data extracted from CAD file:

0,21 0,30 0,18 0,25 \A1;0.40 \A1;0.25 \A1;.17 \A1;BL=0.15 \A1;0.25 \A1;.075 \A1;0.38 \A1;0.20 \A1;.15 \A1;BL=0.15 \A1;0.25 \A1;.075 \A1;0.80 \A1;.075 \A1;0.80 \A1;.075 MARGEN DERECHO PROPIEDADES HIDRAULICAS V = 2.08 M/S A = 0.05 M2 P = 0.78 ML. Am = 0.04 M2 Pm = 0.05 M R = 0.075 M MARGEN IZQUIERDO 5 5 5 5 PROPIEDADES HIDRAULICAS V = 2.32 M/S A = 0.07 M2 P = 0.94 ML. Am = 0.05 M2 Pm = 0.57 M R = 0.088 M Q = 80 L/S. S = 5 % N = 0.009 (TUBERIA PVC UF) Caudal de Dise\U+0144o : Q = 80 l/s. Pendiente : S = 5 % Coeficiente de MANING. N = 0.009 ALTERNATIVI Nº 01 Q = 120 L/S. S = 5 % N = 0.009 (TUBERIA PVC UF) Caudal de Dise\U+0144o : Q = 120 l/s. Pendiente : S = 5 % Coeficiente de MANING. N = 0.009 nivel de agua nivel de agua 5 nivel de agua 5 .17 BL=0.15 5 .075 5 nivel de agua 5 .15 BL=0.15 5 .075 Q = 120 L/S. S = 0.005 N = 0.013 Q = 80 L/S. S = 0.005 N = 0.0013 ALTERNATIVI Nº 02 5 .075 5 .075 PROPIEDADES HIDRAULICAS V = 1.55 M/S A = 0.05 M2 P = 0.62 ML. Am = 0.05 M2 Pm = 0.62 M R = 0.08 M PROPIEDADES HIDRAULICAS V = 1.71 M/S A = 0.071 M2 P = 0.73 ML. Am = 0.071 M2 Pm = 0.73 M R = 0.097 M 1 1 1 1