EL PUCARA

[yolimarwong11-lgtm]

[TITLE]
; Sistema de distribución de agua potable - El Pucará
; Modelo esquemático generado para simulación hidráulica

[JUNCTIONS]
;ID Elevation Demand Pattern
J1 1900 0.000058
J2 1898 0.000058
J3 1896 0.000058
J4 1894 0.000058
J5 1892 0.000058
J6 1890 0.000058
J7 1888 0.000058
J8 1886 0.000058
J9 1884 0.000058
J10 1882 0.000058

[RESERVOIRS]
;ID Head Pattern
R1 1908

[TANKS]
;ID Elev InitLvl MinLvl MaxLvl Diam MinVol VolCurve
T1 1905 1.5 0 3 4.37 0

[PIPES]
;ID Node1 Node2 Length Diam Roughness MinorLoss Status
P1 R1 T1 30 150 140 0 Open
P2 T1 J1 40 50 140 0 Open
P3 J1 J2 45 50 140 0 Open
P4 J2 J3 50 50 140 0 Open
P5 J3 J4 60 50 140 0 Open
P6 J4 J5 70 50 140 0 Open
P7 J5 J6 80 50 140 0 Open
P8 J6 J7 90 32 140 0 Open
P9 J7 J8 90 32 140 0 Open
P10 J8 J9 90 32 140 0 Open
P11 J9 J10 90 32 140 0 Open

[DEMANDS]
;Junction BaseDemand Pattern
J1 0.000058
J2 0.000058
J3 0.000058
J4 0.000058
J5 0.000058
J6 0.000058
J7 0.000058
J8 0.000058
J9 0.000058
J10 0.000058

[OPTIONS]
UNITS LPS
HEADLOSS H-W
SPECIFIC GRAVITY 1
VISCOSITY 1
TRIALS 40
ACCURACY 0.001

[REPORT]
Status Yes
Summary Yes
Nodes All
Links All

[END]

[eldemet]

Can you please explain the issue?