Please make a program to solve one design problem. You can use a programming language you are comfortable with (python, C++, Java etc.) For the system illustrated in example 1-1, specify the nominal size of clean commercial pipes required for a flow rate of 0.2 ft3/sec if the following are givern Da Db-Dc La-200ft Lb 20ft Lc-320ft H-75 ft EXAMPLE 1-1 Apply the energy equation to the situation sketched in Fig. 1-10. Solution. The energy equation will be applied from the free surface at position I of the upper reservoir to the free surface at position 2 of the lower reservoir. The results, with each loss term identified, are P Vi (entrance) (pipe(elw) friction) Weter L De Fittings irwentory IExample 1-1) FIGURE 1-10 Example 1-1 System sketch for 2 reducing elbowi 1 angle valve (pipe (elbow) (pipe (valve) (exit) friction) friction) From Fig. 1-10, we obtain and from the continuity equation for incompressible steady flow, we find that which, for circular pipes, becomes Substitution of the preceding into the energy equation yields after applying some algebra. Until additional information is specified, we cannot proceed any further than this. Please make a program to solve one design problem. You can use a programming language you are comfortable with (python, C++, Java etc.) For the system illustrated in example 1-1, specify the nominal size of clean commercial pipes required for a flow rate of 0.2 ft3/sec if the following are givern Da Db-Dc La-200ft Lb 20ft Lc-320ft H-75 ft EXAMPLE 1-1 Apply the energy equation to the situation sketched in Fig. 1-10. Solution. The energy equation will be applied from the free surface at position I of the upper reservoir to the free surface at position 2 of the lower reservoir. The results, with each loss term identified, are P Vi (entrance) (pipe(elw) friction) Weter L De Fittings irwentory IExample 1-1) FIGURE 1-10 Example 1-1 System sketch for 2 reducing elbowi 1 angle valve (pipe (elbow) (pipe (valve) (exit) friction) friction) From Fig. 1-10, we obtain and from the continuity equation for incompressible steady flow, we find that which, for circular pipes, becomes Substitution of the preceding into the energy equation yields after applying some algebra. Until additional information is specified, we cannot proceed any further than this