[TITLE] EPANET Example Network 3 Example showing how the percent of Lake water in a dual-source system changes over time. [JUNCTIONS] ;ID Elev Demand Pattern node1 147 1 1 ; node2 147 1 1 [RESERVOIRS] ;ID Head Pattern reservoir 220.0 ; [TANKS] ;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve [PIPES] ;ID Node1 Node2 Length Diameter Roughness MinorLoss Status pipe1 reservoir node1 100 12 100 0 Open ; pipe2 node1 node2 100 12 100 0 Open ; [PUMPS] ;ID Node1 Node2 Parameters [VALVES] ;ID Node1 Node2 Diameter Type Setting MinorLoss [TAGS] [DEMANDS] ;Junction Demand Pattern Category [STATUS] ;ID Status/Setting 10 Closed [PATTERNS] ;ID Multipliers ;General Default Demand Pattern 1 1 [CURVES] ;ID X-Value Y-Value [CONTROLS] [RULES] [ENERGY] Global Efficiency 75 Global Price 0.0 Demand Charge 0.0 [EMITTERS] ;Junction Coefficient [QUALITY] ;Node InitQual [SOURCES] ;Node Type Quality Pattern [REACTIONS] ;Type Pipe/Tank Coefficient [REACTIONS] Order Bulk 1 Order Tank 1 Order Wall 1 Global Bulk 0.0 Global Wall 0.0 Limiting Potential 0.0 Roughness Correlation 0.0 [MIXING] ;Tank Model [TIMES] Duration 24:00 Hydraulic Timestep 0:05 Quality Timestep 0:05 Pattern Timestep 1:00 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 GPM Headloss H-W Specific Gravity 1.0 Viscosity 1.0 Trials 40 Accuracy 0.001 CHECKFREQ 2 MAXCHECK 10 DAMPLIMIT 0 Unbalanced Continue 10 Pattern 1 Demand Multiplier 1.0 Emitter Exponent 0.5 Quality Trace reservoir Diffusivity 1.0 Tolerance 0.01 [COORDINATES] ;Node X-Coord Y-Coord [VERTICES] ;Link X-Coord Y-Coord [END]