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off when the HGL of Tower 1 went above 1,031 feet. Figures 4-5 in Appendix B show the <br />opeiration of the wells and towers for both demand scenarios. <br />The pressures across the system were generally consistent throughout the 24-hour simulation for <br />both demand scenarios. As can be seen in Figures 6-7 in Appendix 6, at no point did pressures <br />drop below 50 psi, and at no point did pipe velocities exceed 3 feet per second for the ADD <br />simulation, or exceed 5 feet per second for the MDD simulation. In fact, only one segment of <br />pipe exceeded 4 feet per second during the MDD simulation. <br />Figure I ADD Diurnal Curve <br />2 <br />1.8 <br />1,6 <br />E <br />w 1.4 <br />0 <br />›- <br />1.2 <br />17, <br />• 1 <br />,5 0.8 <br />▪ 0.6 <br />0.4 <br />0_2 <br />0 <br />ADD Diurnal Curve <br />1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Hour <br />Figure 2— MDD Diurnal Curve <br />1.4 <br />1.2 <br />0 <br />0.8 <br />0 <br />f13 <br />"t- 0.6 <br />▪ 0.4 <br />0.2 <br />0 <br />MOD Diurnal Curve <br />1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Hour <br />FEASIBILITY STUDY -DRAFT RAMS? 154354 <br />Page <br />