Only solve question 4 not 3. Question 4 is to be solved using EPANET

Q3. Complete Example 17-4 by hand in Excel. Complete spreadsheet showing the head at each point without minor losses Complete spreadsheet showing the head at each point with minor losses a. b. imary c-D S0 122 DE:50mm 12.2 EP:50m 457 Sull t d 61m Dnc 122m 122m 100 100 IBath bo 305m 1 61.0m offce Dining hall FIGURE 17-2 Camp distribution systom layout for Example 17-4. TABLE 17-7 Peak hour demand and elevations for Example 17-4 Elevation of pipe, m Peak hour demand, m'h Point Bottom of storage tank (A) 200.0 50.0 177.14 50.0 B 177.14 17653 176.23 10.0 6.00 175.62 3.00 174.74 40.0 175.04 175.04 25.0 15.0 Q4. Complete Example 17-4 using EPANET a. Present flow and pressure data in table with minor losses b. Present flow and pressure data in tables without minor losses c. Present Figure showing direction of flow each pipe and node ID CDEFGH Q3. Complete Example 17-4 by hand in Excel. Complete spreadsheet showing the head at each point without minor losses Complete spreadsheet showing the head at each point with minor losses a. b. imary c-D S0 122 DE:50mm 12.2 EP:50m 457 Sull t d 61m Dnc 122m 122m 100 100 IBath bo 305m 1 61.0m offce Dining hall FIGURE 17-2 Camp distribution systom layout for Example 17-4. TABLE 17-7 Peak hour demand and elevations for Example 17-4 Elevation of pipe, m Peak hour demand, m'h Point Bottom of storage tank (A) 200.0 50.0 177.14 50.0 B 177.14 17653 176.23 10.0 6.00 175.62 3.00 174.74 40.0 175.04 175.04 25.0 15.0 Q4. Complete Example 17-4 using EPANET a. Present flow and pressure data in table with minor losses b. Present flow and pressure data in tables without minor losses c. Present Figure showing direction of flow each pipe and node ID CDEFGH