20.82 Harrison Ave. 19.55 19.65 19.76 . 21.11 19.87 Design a VCP gravity flow sewer main...

  

Transcribed Image Text:

20.82 Harrison Ave. 19.55 19.65 19.76 . 21.11 19.87 Design a VCP gravity flow sewer main along Pierce Street to serve the mains from the cross streets starting at the intersection with Madison Avenue and ending at Harrison Avenue. Prepare a sewer design table similar to that shown in Example 19-2. Use the following assumptions: minimum invert depth is 3.0 m; the invert of the sewer entering the main from Madison Avenue is at an elevation of 16.91 m. Contributing flows, including I/I, from mains are given below. 21.16 Washington St. 19.92 Scale, m 20.01 21.05 20.95 19.98 19.85 19.75 100 200 21.22 Jefferson Blvd. 21.07 20.50 20.45 19.87 19.98 20.09 21.28 20.22 Adams Lane Roosevelt St. Lincoln Ave. 20.65 20.50 20.08 20.20 20.10 20.24 21.37 20.15 Grant St. 21.02 20.16 20.12 20.35 20.23 21.47 Coolidge Ave 20.01 20.83 20.57 Polk S 20.31 Pierce St. Buchanan Blvd Jackson Way 20.48 20.52 21.56 Taylor St 20.37 21.38 20.50 20.45 20.32 Madison Ave. 21.63 21.28 20.48 20.50 20.50 Monroe Place 20.58 20.70 Peak hour lateral flow rates including Infiltration/Inflow (1/1) Street Flow rate, Madison Ave. Taylor Ave. Coolidge Ave. m3/s 0.0075 0.0087 0.0072 0.0068 Grant Ave. Adams Lane Jefferson Blvd. Washington St. Draw to scale a profile drawing (20 pts) Prepare detailed BOQ for the sewer main (20 pts) 0.0200 0.0052 0.0065 20.82 Harrison Ave. 19.55 19.65 19.76 . 21.11 19.87 Design a VCP gravity flow sewer main along Pierce Street to serve the mains from the cross streets starting at the intersection with Madison Avenue and ending at Harrison Avenue. Prepare a sewer design table similar to that shown in Example 19-2. Use the following assumptions: minimum invert depth is 3.0 m; the invert of the sewer entering the main from Madison Avenue is at an elevation of 16.91 m. Contributing flows, including I/I, from mains are given below. 21.16 Washington St. 19.92 Scale, m 20.01 21.05 20.95 19.98 19.85 19.75 100 200 21.22 Jefferson Blvd. 21.07 20.50 20.45 19.87 19.98 20.09 21.28 20.22 Adams Lane Roosevelt St. Lincoln Ave. 20.65 20.50 20.08 20.20 20.10 20.24 21.37 20.15 Grant St. 21.02 20.16 20.12 20.35 20.23 21.47 Coolidge Ave 20.01 20.83 20.57 Polk S 20.31 Pierce St. Buchanan Blvd Jackson Way 20.48 20.52 21.56 Taylor St 20.37 21.38 20.50 20.45 20.32 Madison Ave. 21.63 21.28 20.48 20.50 20.50 Monroe Place 20.58 20.70 Peak hour lateral flow rates including Infiltration/Inflow (1/1) Street Flow rate, Madison Ave. Taylor Ave. Coolidge Ave. m3/s 0.0075 0.0087 0.0072 0.0068 Grant Ave. Adams Lane Jefferson Blvd. Washington St. Draw to scale a profile drawing (20 pts) Prepare detailed BOQ for the sewer main (20 pts) 0.0200 0.0052 0.0065

Answer rating: 100% (QA)

Sewer Design Table Location Invert Elevation m Slope Velocity ms Q m3s Pipe Size mm Length m Madison ... View the full answer