[TITLE]
 Anonymous District Metered Area Water Network (EPSG:5179)
 spipe Verification Benchmark Model

[JUNCTIONS]
;ID              Elev       Demand      Pattern
 N01              35.0 15.0 1 ;
 N02              36.5 20.0 1 ;
 N03              34.0 25.0 1 ;
 N04              38.0 18.0 1 ;
 N05              33.5 30.0 1 ;
 N06              35.0 22.0 1 ;
 N07              37.0 16.0 1 ;
 N08              39.0 12.0 1 ;

[RESERVOIRS]
;ID              Head       Pattern
 RES01            85.0 ;

[TANKS]
;ID              Elevation  InitLevel  MinLevel  MaxLevel  Diameter  MinVol  VolCurve
 TANK01           50.0 8.0 2.0 12.0 25.0 0 ;

[PIPES]
;ID              Node1      Node2      Length   Diameter  Roughness  MinorLoss  Status
 PIPE01           RES01            N01              450 300 110 0 Open ;
 PIPE02           N01              N02              320 250 120 0 Open ;
 PIPE03           N02              N03              280 200 130 0 Open ;
 PIPE04           N03              N04              360 200 130 0 Open ;
 PIPE05           N04              N05              410 200 130 0 Open ;
 PIPE06           N05              N06              290 150 130 0 Open ;
 PIPE07           N06              N07              350 150 130 0 Open ;
 PIPE08           N07              N08              310 150 130 0 Open ;
 PIPE09           N08              TANK01           250 200 120 0 Open ;
 PIPE10           N02              N06              520 200 130 0 Open ;
 PIPE11           N03              N07              480 150 130 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

[PATTERNS]
;ID              Multipliers
;Demand Pattern (Residential 2-Peak)
 1               0.60   0.70   0.90   1.40   1.60   1.30
 1               1.10   1.00   1.20   1.50   1.10   0.80

[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

[MIXING]
;Tank            Model

[TIMES]
 Duration            24:00
 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
 CHECKFREQ           2
 MAXCHECK            10
 DAMPLIMIT           0
 Unbalanced          Continue 10
 Pattern             1
 Demand Multiplier   1.0
 Emitter Exponent    0.5
 Quality             None
 Diffusivity         1.0
 Tolerance           0.01

[COORDINATES]
;Node            X-Coord           Y-Coord
 RES01               986615.92   1894617.19
 N01                 987015.92   1894417.19
 N02                 987315.92   1894217.19
 N03                 987615.92   1894117.19
 N04                 987915.92   1894317.19
 N05                 988315.92   1894217.19
 N06                 987415.92   1893717.19
 N07                 987715.92   1893617.19
 N08                 988015.92   1893517.19
 TANK01              988265.92   1893417.19

[VERTICES]
;Link            X-Coord           Y-Coord

[LABELS]

[BACKDROP]

[END]