Design a reinforced concrete pipe (RCP) 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
engineering
Description
Q1. (25 points; Adapted from Problem 19‐14). Design a reinforced concrete pipe (RCP) 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 ( Figure P‐19‐14 on page 19‐47). 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 (adapted from Metcalf & Eddy, 1981). To complete the design, provide the following items:
