Design the two sewer reaches shown in Figure. The design flow for reach 1 is 40 L/s and t...

Design the two sewer reaches shown in Figure. The design flow for reach 1 is 40 L/s and that for reach 2 is 80 L/s. The ground elevation at MH 1 is 350.00 m, at MH 2 is 347.87 m, and at MH 3 is 347.00 m. Use a minimum cover of 2.5 m. Sketch a profile of the street and sewer, using a horizontal scale of 1:1000 and a vertical scale of 1:100.

FIGURE

Illustration for Problem.