Determine velocity and the residual pressure at the demand center. Assume f=0.029. DQ-0.75 m/min El. 1167 El. 1250 El. 1207 EL 1185 R 150 m A 200 m 250 m 200 mm 200 mm 75 mm Q 0.25 m/min El. 1177 El. 1192 BQ-1m/min ui S 75 mm

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Material Selection

A wide variety of engineering applications make use of different materials, depending upon their usage. The materials used in civil engineering vary in their properties such as strength, ductility, brittleness, and creep strength. Depending upon the application and external loading conditions, an engineer must make a wise decision for material selection. A wrong decision would fail in its functionality.