[TITLE] Shamir (Two-loop) Water Network [JUNCTIONS] ;ID Elev Demand Pattern 2 180 27.77 ; 3 190 27.77 ; 4 185 33.33 ; 5 180 75 ; 6 195 91.67 ; 7 190 55.55 ; [RESERVOIRS] ;ID Head Pattern 1 210.00 ; [TANKS] ;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve [PIPES] ;ID Node1 Node2 Length Diameter Roughness MinorLoss Status 1 1 2 1000.00 457.20 130.00 0.00 Open ; 2 2 3 1000.00 254.00 130.00 0.00 Open ; 3 2 4 1000.00 406.40 130.00 0.00 Open ; 4 4 5 1000.00 101.60 130.00 0.00 Open ; 5 4 6 1000.00 406.40 130.00 0.00 Open ; 6 6 7 1000.00 254.00 130.00 0.00 Open ; 7 3 5 1000.00 254.00 130.00 0.00 Open ; 8 5 7 1000.00 25.40 130.00 0.00 Open ; [PUMPS] ;ID Node1 Node2 Parameters [VALVES] ;ID Node1 Node2 Diameter Type Setting MinorLoss [TAGS] [DEMANDS] ;Junction Demand Pattern Category [STATUS] ;ID Status/Setting [PATTERNS] ;ID Multipliers [CURVES] ;ID X-Value Y-Value [CONTROLS] [RULES] [ENERGY] [EMITTERS] ;Junction Coefficient [QUALITY] ;Node InitQual [SOURCES] ;Node Type Quality Pattern [REACTIONS] ;Type Pipe/Tank Coefficient [REACTIONS] [MIXING] ;Tank Model [TIMES] Duration 0:00 Hydraulic Timestep 1:00 Quality Timestep 0:05 Pattern Timestep 2:00 Pattern Start 0:00 Report Timestep 1:00 Report Start 0:00 Start ClockTime 12 am Statistic NONE [REPORT] Status Yes Summary No Page 0 [OPTIONS] Units LPS Headloss H-W Specific Gravity 1.0 Viscosity 1.0 Trials 40 Accuracy 0.001 Unbalanced Continue 10 Pattern 1 Demand Multiplier 1.0 Emitter Exponent 0.5 Quality Chlorine mg/L Diffusivity 1.0 Tolerance 0.01 [COORDINATES] ;Node X-Coord Y-Coord 2 2000.00 3000.00 3 1000.00 3000.00 4 2000.00 2000.00 5 1000.00 2000.00 6 2000.00 1000.00 7 1000.00 1000.00 1 3000.00 3000.00 [VERTICES] ;Link X-Coord Y-Coord [LABELS] ;X-Coord Y-Coord Label & Anchor Node [BACKDROP] DIMENSIONS 980.00 980.00 5000.00 5000.00 UNITS None FILE OFFSET 0.00 0.00 [END]