Rule 1
IF SIMULATION TIME >= 0
THEN ORIFICE UnderdrainPipe SETTING = 0
PRIORITY 1
Rule 2
IF NODE GravelSU DEPTH > 0.6
THEN ORIFICE Backtosoil SETTING = 1
ELSE ORIFICE Backtosoil SETTING = 0
PRIORITY 2
My intentions are: Rule 1, The orifice "UnderdrainPipe" starts as closed and is always closed for the entire simulation, and Rule 2 If the depth in GravelSU storage unit node rises to 0.6ft or greater, another Orifice Backtosoil is supposed to open and convey water.
SWMM is not responding to my intentions. What is wrong with my code?
Replies
Hello Robert Dickinson, I contacted you about 2 months ago about my attempt to model a biocell using SWMM’s conventional elements. I would like to control the opening and closing of an underdrain pipe using SWMM’s control Rules depending on rise of water in the soil layer.
I would like to have connectivity of water in the layers; when water in the gravel layer modeled as GravelSU rises to a certain depth (0.6ft) I would like it to flow back to the soil layer and if water in the soil layer (SoilSU) rises to another specified depth in the SoilSU, I would also like it to flow back to the ponded layer. Please see attached my model with 0.5in SCS type II 24 hr storm.
Figure 1 Depth in GravelSU in Robert Dickinson’s SWMM example
The limit of the depth in the GravelSU should be 0.6ft, Figure 1 shows a depth of up to 20ft. I may not have thought it through well, but I think this is because the water is too much to be conveyed by the Backtosoil orifice. I plan to use a pump (instead of an orifice) to pump back water to the SoilLayer. Similarly, in my model, I changed the Backtosoil orifice to a pump but there is still flooding at the GravelSU
[TITLE]
{Bernard Bahaya - 2016.11.15} Total Area Savage_3 +Savage_4 = 0.9442 ac
Area of Savage_3 or Savage_4 =[F]/100*0.9442
[OPTIONS]
;;Options Value
;;------------------ ------------
FLOW_UNITS CFS
INFILTRATION GREEN_AMPT
FLOW_ROUTING DYNWAVE
START_DATE 01/01/1998
START_TIME 00:00:00
REPORT_START_DATE 01/01/1998
REPORT_START_TIME 00:00:00
END_DATE 01/03/1998
END_TIME 00:00:00
SWEEP_START 01/01
SWEEP_END 12/31
DRY_DAYS 0
REPORT_STEP 00:00:05
WET_STEP 00:00:05
DRY_STEP 00:00:05
ROUTING_STEP 5
ALLOW_PONDING NO
INERTIAL_DAMPING PARTIAL
VARIABLE_STEP 0.75
LENGTHENING_STEP 0
MIN_SURFAREA 12.557
NORMAL_FLOW_LIMITED BOTH
SKIP_STEADY_STATE NO
FORCE_MAIN_EQUATION H-W
LINK_OFFSETS DEPTH
MIN_SLOPE 0
MAX_TRIALS 8
HEAD_TOLERANCE 0.005
SYS_FLOW_TOL 5
LAT_FLOW_TOL 5
MINIMUM_STEP 0.5
THREADS 1
[EVAPORATION]
;;Type Parameters
;;------------- ----------
MONTHLY 0.0 0.0 0.0 0.13 0.18 0.23 0.23 0.20 0.15 0.09 0.0 0.0
DRY_ONLY NO
[TEMPERATURE]
TIMESERIES Temperature
WINDSPEED MONTHLY 11 10 10 11 9 8 7 6 7 9 10 10
SNOWMELT 34 0.5 0.6 0.0 50.0 0.0
ADC IMPERVIOUS 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
ADC PERVIOUS 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
[RAINGAGES]
;; Rain Time Snow Data
;;Name Type Intrvl Catch Source
;;------------------- --------- ------ ------ ----------
NoRain VOLUME 0:05 1.0 TIMESERIES NoRain
SCS_24h_Type_II_0.5in VOLUME 0:05 1.0 TIMESERIES SCS_24h_Type_II_0.5in
[SUBCATCHMENTS]
;; Total Pcnt. Pcnt. Curb Snow
;;Name Raingage Outlet Area Imperv Width Slope Length Pack
;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- --------
PondLayer SCS_24h_Type_II_0.5in SoilSU 0.0169 0 2944.656 0 0
;Parking Lot
Savage_4 SCS_24h_Type_II_0.5in PondLayer 1 100 236.259 2 1120
[SUBAREAS]
;;Subcatchment N-Imperv N-Perv S-Imperv S-Perv PctZero RouteTo PctRouted
;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ----------
PondLayer 0 1 0 0 0 OUTLET
Savage_4 0.013 0.15 0.075 0.15 100 OUTLET
[INFILTRATION]
;;Subcatchment Suction HydCon IMDmax
;;-------------- ---------- ---------- ----------
PondLayer 3.5 10 0.25
Savage_4 8.6 0.12 0.143
[LID_CONTROLS]
;; Type/Layer Parameters
;;-------------- ---------- ----------
Pond BC
Pond SURFACE 3 0.2 0.075 1 10
Pond SOIL 0.005 0.437 0.105 0.047 0.86 0.01 2.4
Pond STORAGE 0.005 0.45 0.02 0
Pond DRAIN 10 0.5 0 6
[LID_USAGE]
;;Subcatchment LID Process Number Area Width InitSatur FromImprv ToPerv Report File Drain to
;;-------------- ---------------- ------- ---------- ---------- ---------- ---------- ---------- --------------------------- ----------------
PondLayer Pond 1 736.16 0 0 100 0
[OUTFALLS]
;; Invert Outfall Stage/Table Tide
;;Name Elev. Type Time Series Gate Route To
;;-------------- ---------- ------------ ---------------- ---- ----------------
OttawaRiver 583 FREE NO
[STORAGE]
;; Invert Max. Init. Storage Curve Ponded Evap.
;;Name Elev. Depth Depth Curve Params Area Frac. Infiltration parameters
;;-------------- -------- -------- -------- ---------- -------- -------- -------- -------- -------- -----------------------
GravelSU 584.54 1 0 TABULAR Gravel 228.463 0
;CB
Savage_CB1 584.54 5 0 FUNCTIONAL 1000 0 8 0 0
SoilSU 586.31 1.5 0 TABULAR Soil 321.702 1
[CONDUITS]
;; Inlet Outlet Manning Inlet Outlet Init. Max.
;;Name Node Node Length N Offset Offset Flow Flow
;;-------------- ---------------- ---------------- ---------- ---------- ---------- ---------- ---------- ----------
1 Savage_CB1 OttawaRiver 73.624 0.01 0 0 0 0
[PUMPS]
;; Inlet Outlet Pump Init. Startup Shutoff
;;Name Node Node Curve Status Depth Depth
;;-------------- ---------------- ---------------- ---------------- ------ -------- --------
Backtosoil GravelSU SoilSU PumpequaltoSoilOutlet OFF 0.6 0
[ORIFICES]
;; Inlet Outlet Orifice Crest Disch. Flap Open/Close
;;Name Node Node Type Height Coeff. Gate Time
;;-------------- ---------------- ---------------- ------------ ---------- ---------- ---- ----------
UnderdrainPipe GravelSU Savage_CB1 SIDE 0.25 0.65 NO 0
[OUTLETS]
;; Inlet Outlet Outflow Outlet Qcoeff/ Flap
;;Name Node Node Height Type QTable Qexpon Gate
;;-------------- ---------------- ---------------- ---------- ---------------- ---------------- ---------- ----
ToGravel SoilSU GravelSU 0.36 TABULAR/DEPTH SoilOutlet2 NO
[XSECTIONS]
;;Link Shape Geom1 Geom2 Geom3 Geom4 Barrels
;;-------------- ------------ ---------------- ---------- ---------- ---------- ----------
1 CIRCULAR 2 0 0 0 1
UnderdrainPipe CIRCULAR 0.666667 0 0 0
[LOSSES]
;;Link Inlet Outlet Average Flap Gate SeepageRate
;;-------------- ---------- ---------- ---------- ---------- ----------
[CONTROLS]
Rule 1
IF SIMULATION TIME >= 0
THEN ORIFICE UnderdrainPipe SETTING = 0
PRIORITY 1
Rule 2
IF NODE GravelSU DEPTH >= 0.6
THEN PUMP Backtosoil SETTING = 1
ELSE PUMP Backtosoil SETTING = 0
PRIORITY 2
;Rule 3
;IF NODE SoilSU DEPTH >= 1.4
;THEN WEIR BacktoPond SETTING = 1
;ELSE WEIR BacktoPond SETTING = 0
;PRIORITY 3
[CURVES]
;;Name Type X-Value Y-Value
;;-------------- ---------- ---------- ----------
PumpequaltoSoilOutlet Pump1 0 0.860000000000000
PumpequaltoSoilOutlet 0.158113883 0.681025027049632
PumpequaltoSoilOutlet 0.316227766 0.539296613334828
PumpequaltoSoilOutlet 0.474341649 0.427063361260612
PumpequaltoSoilOutlet 0.632455532 0.338187019946995
PumpequaltoSoilOutlet 0.790569415 0.267806772566554
PumpequaltoSoilOutlet 0.948683298 0.212073388989782
PumpequaltoSoilOutlet 1.106797181 0.167938704038690
PumpequaltoSoilOutlet 1.264911064 0.132988907512359
PumpequaltoSoilOutlet 1.423024947 0.105312528297565
PumpequaltoSoilOutlet 1.58113883 0.083395892363389
PumpequaltoSoilOutlet 1.739252713 0.066040337037913
PumpequaltoSoilOutlet 1.897366596 0.052296653857688
PumpequaltoSoilOutlet 2.055480479 0.041413174544229
PumpequaltoSoilOutlet 2.213594362 0.032794660830459
PumpequaltoSoilOutlet 2.371708245 0.025969749743194
PumpequaltoSoilOutlet 2.529822128 0.020565173862013
PumpequaltoSoilOutlet 2.687936011 0.016285346611230
PumpequaltoSoilOutlet 2.846049894 0.012896196065611
PumpequaltoSoilOutlet 3.004163777 0.010212363109791
PumpequaltoSoilOutlet 3.16227766 0.008087063794286
PumpequaltoSoilOutlet 3.320391543 0.006404061440995
PumpequaltoSoilOutlet 3.478505426 0.005071309437304
PumpequaltoSoilOutlet 3.636619309 0.004015917031066
PumpequaltoSoilOutlet 3.794733192 0.003180162796175
PumpequaltoSoilOutlet 3.952847075 0.002518337737544
PumpequaltoSoilOutlet 4.110960958 0.001994245378873
PumpequaltoSoilOutlet 4.269074841 0.001579222108245
PumpequaltoSoilOutlet 4.427188724 0.001250569510447
PumpequaltoSoilOutlet 4.585302607 0.000990312947302
PumpequaltoSoilOutlet 4.74341649 0.000784218490377
SoilOutlet2 Rating 0 0.860000000000000
SoilOutlet2 0.05 0.681025027049632
SoilOutlet2 0.1 0.539296613334828
SoilOutlet2 0.15 0.427063361260612
SoilOutlet2 0.2 0.338187019946994
SoilOutlet2 0.25 0.267806772566554
SoilOutlet2 0.3 0.212073388989782
SoilOutlet2 0.35 0.167938704038690
SoilOutlet2 0.4 0.132988907512359
SoilOutlet2 0.45 0.105312528297564
SoilOutlet2 0.5 0.083395892363388
SoilOutlet2 0.55 0.066040337037913
SoilOutlet2 0.6 0.052296653857687
SoilOutlet2 0.65 0.041413174544229
SoilOutlet2 0.7 0.032794660830459
SoilOutlet2 0.75 0.025969749743194
SoilOutlet2 0.8 0.020565173862013
SoilOutlet2 0.85 0.016285346611230
SoilOutlet2 0.9 0.012896196065611
SoilOutlet2 0.95 0.010212363109791
SoilOutlet2 1 0.008087063794286
SoilOutlet2 1.05 0.006404061440995
SoilOutlet2 1.1 0.005071309437304
SoilOutlet2 1.15 0.004015917031066
SoilOutlet2 1.2 0.003180162796175
SoilOutlet2 1.25 0.002518337737544
SoilOutlet2 1.3 0.001994245378873
SoilOutlet2 1.35 0.001579222108245
SoilOutlet2 1.4 0.001250569510447
SoilOutlet2 1.45 0.000990312947302
SoilOutlet2 1.5 0.000784218490377
Gravel Storage 0 228.463448275862
Gravel 1.1 228.463448275862
Soil Storage 0 321.70192
Soil 1.5 321.70192
[TIMESERIES]
;;Name Date Time Value
;;-------------- ---------- ---------- ----------
NoRain 0:00 0
NoRain 0:05 0
NoRain 0:10 0
NoRain 0:15 0
NoRain 0:20 0
NoRain 0:25 0
NoRain 0:30 0
NoRain 0:35 0
NoRain 0:40 0
NoRain 0:45 0
NoRain 0:50 0
NoRain 0:55 0
NoRain 1:00 0
NoRain 1:05 0
NoRain 1:10 0
NoRain 1:15 0
NoRain 1:20 0
NoRain 1:25 0
NoRain 1:30 0
NoRain 1:35 0
NoRain 1:40 0
NoRain 1:45 0
NoRain 1:50 0
NoRain 2:00 0
NoRain 2:05 0
NoRain 2:10 0
NoRain 2:15 0
NoRain 2:20 0
NoRain 2:25 0
NoRain 2:30 0
NoRain 2:35 0
NoRain 2:40 0
NoRain 2:45 0
NoRain 2:50 0
NoRain 2:55 0
NoRain 3:00 0
NoRain 3:05 0
NoRain 3:10 0
NoRain 3:15 0
NoRain 3:20 0
NoRain 3:25 0
NoRain 3:30 0
NoRain 3:35 0
NoRain 3:40 0
NoRain 3:45 0
NoRain 3:50 0
NoRain 3:55 0
NoRain 4:00 0
NoRain 4:05 0
NoRain 4:10 0
NoRain 4:15 0
NoRain 4:20 0
NoRain 4:25 0
NoRain 4:30 0
NoRain 4:35 0
NoRain 4:40 0
NoRain 4:45 0
NoRain 4:50 0
NoRain 4:55 0
NoRain 5:00 0
NoRain 5:05 0
NoRain 5:10 0
NoRain 5:15 0
NoRain 5:20 0
NoRain 5:25 0
NoRain 5:30 0
NoRain 5:35 0
NoRain 5:40 0
NoRain 5:45 0
NoRain 5:50 0
NoRain 5:55 0
NoRain 6:00 0
NoRain 6:05 0
NoRain 6:10 0
NoRain 6:15 0
NoRain 6:20 0
NoRain 6:25 0
NoRain 6:30 0
NoRain 6:35 0
NoRain 6:40 0
NoRain 6:45 0
NoRain 6:50 0
NoRain 6:55 0
NoRain 7:00 0
NoRain 7:05 0
NoRain 7:10 0
NoRain 7:15 0
NoRain 7:20 0
NoRain 7:25 0
NoRain 7:30 0
NoRain 7:35 0
NoRain 7:40 0
NoRain 7:45 0
NoRain 7:50 0
NoRain 7:55 0
NoRain 8:00 0
NoRain 8:05 0
NoRain 8:10 0
NoRain 8:15 0
NoRain 8:20 0
NoRain 8:25 0
NoRain 8:30 0
NoRain 8:35 0
NoRain 8:40 0
NoRain 8:45 0
NoRain 8:50 0
NoRain 8:55 0
NoRain 9:00 0
NoRain 9:05 0
NoRain 9:10 0
NoRain 9:15 0
NoRain 9:20 0
NoRain 9:25 0
NoRain 9:30 0
NoRain 9:35 0
NoRain 9:40 0
NoRain 9:45 0
NoRain 9:50 0
NoRain 9:55 0
NoRain 10:00 0
NoRain 10:05 0
NoRain 10:10 0
NoRain 10:15 0
NoRain 10:20 0
NoRain 10:25 0
NoRain 10:30 0
NoRain 10:35 0
NoRain 10:40 0
NoRain 10:45 0
NoRain 10:50 0
NoRain 10:55 0
NoRain 11:00 0
NoRain 11:05 0
NoRain 11:10 0
NoRain 11:15 0
NoRain 11:20 0
NoRain 11:25 0
NoRain 11:30 0
NoRain 11:35 0
NoRain 11:40 0
NoRain 11:45 0
NoRain 11:50 0
NoRain 11:55 0
NoRain 12:00 0
NoRain 12:05 0
NoRain 12:10 0
NoRain 12:15 0
NoRain 12:20 0
NoRain 12:25 0
NoRain 12:30 0
NoRain 12:35 0
NoRain 12:40 0
NoRain 12:45 0
NoRain 12:50 0
NoRain 12:55 0
NoRain 13:00 0
NoRain 13:05 0
NoRain 13:10 0
NoRain 13:15 0
NoRain 13:20 0
NoRain 13:25 0
NoRain 13:30 0
NoRain 13:35 0
NoRain 13:40 0
NoRain 13:45 0
NoRain 13:50 0
NoRain 13:55 0
NoRain 14:00 0
NoRain 14:05 0
NoRain 14:10 0
NoRain 14:15 0
NoRain 14:20 0
NoRain 14:25 0
NoRain 14:30 0
NoRain 14:35 0
NoRain 14:40 0
NoRain 14:45 0
NoRain 14:50 0
NoRain 14:55 0
NoRain 15:00 0
NoRain 15:05 0
NoRain 15:10 0
NoRain 15:15 0
NoRain 15:20 0
NoRain 15:25 0
NoRain 15:30 0
NoRain 15:35 0
NoRain 15:40 0
NoRain 15:45 0
NoRain 15:50 0
NoRain 15:55 0
NoRain 16:00 0
NoRain 16:05 0
NoRain 16:10 0
NoRain 16:15 0
NoRain 16:20 0
NoRain 16:25 0
NoRain 16:30 0
NoRain 16:35 0
NoRain 16:40 0
NoRain 16:45 0
NoRain 16:50 0
NoRain 16:55 0
NoRain 17:00 0
NoRain 17:05 0
NoRain 17:10 0
NoRain 17:15 0
NoRain 17:20 0
NoRain 17:25 0
NoRain 17:30 0
NoRain 17:35 0
NoRain 17:40 0
NoRain 17:45 0
NoRain 17:50 0
NoRain 17:55 0
NoRain 18:00 0
NoRain 18:05 0
NoRain 18:10 0
NoRain 18:15 0
NoRain 18:20 0
NoRain 18:25 0
NoRain 18:30 0
NoRain 18:35 0
NoRain 18:40 0
NoRain 18:45 0
NoRain 18:50 0
NoRain 18:55 0
NoRain 19:00 0
NoRain 19:05 0
NoRain 19:10 0
NoRain 19:15 0
NoRain 19:20 0
NoRain 19:25 0
NoRain 19:30 0
NoRain 19:35 0
NoRain 19:40 0
NoRain 19:45 0
NoRain 19:50 0
NoRain 19:55 0
NoRain 20:00 0
NoRain 20:05 0
NoRain 20:10 0
NoRain 20:15 0
NoRain 20:20 0
NoRain 20:25 0
NoRain 20:30 0
NoRain 20:35 0
NoRain 20:40 0
NoRain 20:45 0
NoRain 20:50 0
NoRain 20:55 0
NoRain 21:00 0
NoRain 21:05 0
NoRain 21:10 0
NoRain 21:15 0
NoRain 21:20 0
NoRain 21:25 0
NoRain 21:30 0
NoRain 21:35 0
NoRain 21:40 0
NoRain 21:45 0
NoRain 21:50 0
NoRain 21:55 0
NoRain 22:00 0
NoRain 22:05 0
NoRain 22:10 0
NoRain 22:15 0
NoRain 22:20 0
NoRain 22:25 0
NoRain 22:30 0
NoRain 22:35 0
NoRain 22:40 0
NoRain 22:45 0
NoRain 22:50 0
NoRain 22:55 0
NoRain 23:00 0
NoRain 23:05 0
NoRain 23:10 0
NoRain 23:15 0
NoRain 23:20 0
NoRain 23:25 0
NoRain 23:30 0
NoRain 23:35 0
NoRain 23:40 0
NoRain 23:45 0
NoRain 23:50 0
NoRain 23:55 0
NoRain 24:00 0
;SCS_24h_Type_II_0.5in design storm, total rainfall = 0.5 in, rain interval = 5 minutes, rain units = in.
SCS_24h_Type_II_0.5in 0:00 0.0004
SCS_24h_Type_II_0.5in 0:05 0.00045
SCS_24h_Type_II_0.5in 0:10 0.0004
SCS_24h_Type_II_0.5in 0:15 0.00045
SCS_24h_Type_II_0.5in 0:20 0.00045
SCS_24h_Type_II_0.5in 0:25 0.0004
SCS_24h_Type_II_0.5in 0:30 0.00045
SCS_24h_Type_II_0.5in 0:35 0.00045
SCS_24h_Type_II_0.5in 0:40 0.00045
SCS_24h_Type_II_0.5in 0:45 0.00045
SCS_24h_Type_II_0.5in 0:50 0.00045
SCS_24h_Type_II_0.5in 0:55 0.00045
SCS_24h_Type_II_0.5in 1:00 0.00045
SCS_24h_Type_II_0.5in 1:05 0.0005
SCS_24h_Type_II_0.5in 1:10 0.00045
SCS_24h_Type_II_0.5in 1:15 0.00045
SCS_24h_Type_II_0.5in 1:20 0.0005
SCS_24h_Type_II_0.5in 1:25 0.00045
SCS_24h_Type_II_0.5in 1:30 0.0005
SCS_24h_Type_II_0.5in 1:35 0.0005
SCS_24h_Type_II_0.5in 1:40 0.00045
SCS_24h_Type_II_0.5in 1:45 0.0005
SCS_24h_Type_II_0.5in 1:50 0.0005
SCS_24h_Type_II_0.5in 1:55 0.0005
SCS_24h_Type_II_0.5in 2:00 0.0005
SCS_24h_Type_II_0.5in 2:05 0.0005
SCS_24h_Type_II_0.5in 2:10 0.0005
SCS_24h_Type_II_0.5in 2:15 0.00055
SCS_24h_Type_II_0.5in 2:20 0.0005
SCS_24h_Type_II_0.5in 2:25 0.0005
SCS_24h_Type_II_0.5in 2:30 0.00055
SCS_24h_Type_II_0.5in 2:35 0.0005
SCS_24h_Type_II_0.5in 2:40 0.00055
SCS_24h_Type_II_0.5in 2:45 0.0005
SCS_24h_Type_II_0.5in 2:50 0.00055
SCS_24h_Type_II_0.5in 2:55 0.00055
SCS_24h_Type_II_0.5in 3:00 0.00055
SCS_24h_Type_II_0.5in 3:05 0.00055
SCS_24h_Type_II_0.5in 3:10 0.00055
SCS_24h_Type_II_0.5in 3:15 0.00055
SCS_24h_Type_II_0.5in 3:20 0.00055
SCS_24h_Type_II_0.5in 3:25 0.00055
SCS_24h_Type_II_0.5in 3:30 0.0006
SCS_24h_Type_II_0.5in 3:35 0.00055
SCS_24h_Type_II_0.5in 3:40 0.00055
SCS_24h_Type_II_0.5in 3:45 0.0006
SCS_24h_Type_II_0.5in 3:50 0.00055
SCS_24h_Type_II_0.5in 3:55 0.0006
SCS_24h_Type_II_0.5in 4:00 0.0006
SCS_24h_Type_II_0.5in 4:05 0.0006
SCS_24h_Type_II_0.5in 4:10 0.0006
SCS_24h_Type_II_0.5in 4:15 0.0006
SCS_24h_Type_II_0.5in 4:20 0.0006
SCS_24h_Type_II_0.5in 4:25 0.00065
SCS_24h_Type_II_0.5in 4:30 0.0006
SCS_24h_Type_II_0.5in 4:35 0.00065
SCS_24h_Type_II_0.5in 4:40 0.00065
SCS_24h_Type_II_0.5in 4:45 0.00065
SCS_24h_Type_II_0.5in 4:50 0.00065
SCS_24h_Type_II_0.5in 4:55 0.00065
SCS_24h_Type_II_0.5in 5:00 0.00065
SCS_24h_Type_II_0.5in 5:05 0.0007
SCS_24h_Type_II_0.5in 5:10 0.0007
SCS_24h_Type_II_0.5in 5:15 0.00065
SCS_24h_Type_II_0.5in 5:20 0.0007
SCS_24h_Type_II_0.5in 5:25 0.0007
SCS_24h_Type_II_0.5in 5:30 0.00075
SCS_24h_Type_II_0.5in 5:35 0.0007
SCS_24h_Type_II_0.5in 5:40 0.00075
SCS_24h_Type_II_0.5in 5:45 0.0007
SCS_24h_Type_II_0.5in 5:50 0.00075
SCS_24h_Type_II_0.5in 5:55 0.00075
SCS_24h_Type_II_0.5in 6:00 0.00075
SCS_24h_Type_II_0.5in 6:05 0.00075
SCS_24h_Type_II_0.5in 6:10 0.0008
SCS_24h_Type_II_0.5in 6:15 0.00075
SCS_24h_Type_II_0.5in 6:20 0.0008
SCS_24h_Type_II_0.5in 6:25 0.00075
SCS_24h_Type_II_0.5in 6:30 0.0008
SCS_24h_Type_II_0.5in 6:35 0.00085
SCS_24h_Type_II_0.5in 6:40 0.0008
SCS_24h_Type_II_0.5in 6:45 0.0008
SCS_24h_Type_II_0.5in 6:50 0.0008
SCS_24h_Type_II_0.5in 6:55 0.00085
SCS_24h_Type_II_0.5in 7:00 0.00085
SCS_24h_Type_II_0.5in 7:05 0.00085
SCS_24h_Type_II_0.5in 7:10 0.00085
SCS_24h_Type_II_0.5in 7:15 0.00085
SCS_24h_Type_II_0.5in 7:20 0.00085
SCS_24h_Type_II_0.5in 7:25 0.0009
SCS_24h_Type_II_0.5in 7:30 0.00085
SCS_24h_Type_II_0.5in 7:35 0.0009
SCS_24h_Type_II_0.5in 7:40 0.0009
SCS_24h_Type_II_0.5in 7:45 0.0009
SCS_24h_Type_II_0.5in 7:50 0.0009
SCS_24h_Type_II_0.5in 7:55 0.0009
SCS_24h_Type_II_0.5in 8:00 0.00095
SCS_24h_Type_II_0.5in 8:05 0.00095
SCS_24h_Type_II_0.5in 8:10 0.001
SCS_24h_Type_II_0.5in 8:15 0.00105
SCS_24h_Type_II_0.5in 8:20 0.00105
SCS_24h_Type_II_0.5in 8:25 0.0011
SCS_24h_Type_II_0.5in 8:30 0.00115
SCS_24h_Type_II_0.5in 8:35 0.0012
SCS_24h_Type_II_0.5in 8:40 0.0012
SCS_24h_Type_II_0.5in 8:45 0.00125
SCS_24h_Type_II_0.5in 8:50 0.0013
SCS_24h_Type_II_0.5in 8:55 0.0013
SCS_24h_Type_II_0.5in 9:00 0.00135
SCS_24h_Type_II_0.5in 9:05 0.0013
SCS_24h_Type_II_0.5in 9:10 0.00135
SCS_24h_Type_II_0.5in 9:15 0.00135
SCS_24h_Type_II_0.5in 9:20 0.0013
SCS_24h_Type_II_0.5in 9:25 0.00135
SCS_24h_Type_II_0.5in 9:30 0.00135
SCS_24h_Type_II_0.5in 9:35 0.00145
SCS_24h_Type_II_0.5in 9:40 0.00145
SCS_24h_Type_II_0.5in 9:45 0.00155
SCS_24h_Type_II_0.5in 9:50 0.00155
SCS_24h_Type_II_0.5in 9:55 0.00165
SCS_24h_Type_II_0.5in 10:00 0.0017
SCS_24h_Type_II_0.5in 10:05 0.0018
SCS_24h_Type_II_0.5in 10:10 0.0019
SCS_24h_Type_II_0.5in 10:15 0.00195
SCS_24h_Type_II_0.5in 10:20 0.00205
SCS_24h_Type_II_0.5in 10:25 0.0021
SCS_24h_Type_II_0.5in 10:30 0.00225
SCS_24h_Type_II_0.5in 10:35 0.0024
SCS_24h_Type_II_0.5in 10:40 0.0025
SCS_24h_Type_II_0.5in 10:45 0.00265
SCS_24h_Type_II_0.5in 10:50 0.0028
SCS_24h_Type_II_0.5in 10:55 0.0029
SCS_24h_Type_II_0.5in 11:00 0.0032
SCS_24h_Type_II_0.5in 11:05 0.0035
SCS_24h_Type_II_0.5in 11:10 0.00385
SCS_24h_Type_II_0.5in 11:15 0.00415
SCS_24h_Type_II_0.5in 11:20 0.0045
SCS_24h_Type_II_0.5in 11:25 0.0048
SCS_24h_Type_II_0.5in 11:30 0.00995
SCS_24h_Type_II_0.5in 11:35 0.0178
SCS_24h_Type_II_0.5in 11:40 0.027
SCS_24h_Type_II_0.5in 11:45 0.042
SCS_24h_Type_II_0.5in 11:50 0.0536
SCS_24h_Type_II_0.5in 11:55 0.0396
SCS_24h_Type_II_0.5in 12:00 0.0079
SCS_24h_Type_II_0.5in 12:05 0.00715
SCS_24h_Type_II_0.5in 12:10 0.00635
SCS_24h_Type_II_0.5in 12:15 0.00565
SCS_24h_Type_II_0.5in 12:20 0.00485
SCS_24h_Type_II_0.5in 12:25 0.0041
SCS_24h_Type_II_0.5in 12:30 0.0035
SCS_24h_Type_II_0.5in 12:35 0.00335
SCS_24h_Type_II_0.5in 12:40 0.0032
SCS_24h_Type_II_0.5in 12:45 0.00295
SCS_24h_Type_II_0.5in 12:50 0.00285
SCS_24h_Type_II_0.5in 12:55 0.00265
SCS_24h_Type_II_0.5in 13:00 0.0025
SCS_24h_Type_II_0.5in 13:05 0.0024
SCS_24h_Type_II_0.5in 13:10 0.00225
SCS_24h_Type_II_0.5in 13:15 0.00225
SCS_24h_Type_II_0.5in 13:20 0.0021
SCS_24h_Type_II_0.5in 13:25 0.002
SCS_24h_Type_II_0.5in 13:30 0.0019
SCS_24h_Type_II_0.5in 13:35 0.00185
SCS_24h_Type_II_0.5in 13:40 0.0018
SCS_24h_Type_II_0.5in 13:45 0.0017
SCS_24h_Type_II_0.5in 13:50 0.00165
SCS_24h_Type_II_0.5in 13:55 0.0016
SCS_24h_Type_II_0.5in 14:00 0.00155
SCS_24h_Type_II_0.5in 14:05 0.0015
SCS_24h_Type_II_0.5in 14:10 0.00145
SCS_24h_Type_II_0.5in 14:15 0.00145
SCS_24h_Type_II_0.5in 14:20 0.00145
SCS_24h_Type_II_0.5in 14:25 0.0014
SCS_24h_Type_II_0.5in 14:30 0.0014
SCS_24h_Type_II_0.5in 14:35 0.00135
SCS_24h_Type_II_0.5in 14:40 0.00135
SCS_24h_Type_II_0.5in 14:45 0.0013
SCS_24h_Type_II_0.5in 14:50 0.0013
SCS_24h_Type_II_0.5in 14:55 0.00125
SCS_24h_Type_II_0.5in 15:00 0.00125
SCS_24h_Type_II_0.5in 15:05 0.0012
SCS_24h_Type_II_0.5in 15:10 0.0012
SCS_24h_Type_II_0.5in 15:15 0.00115
SCS_24h_Type_II_0.5in 15:20 0.00115
SCS_24h_Type_II_0.5in 15:25 0.0011
SCS_24h_Type_II_0.5in 15:30 0.0011
SCS_24h_Type_II_0.5in 15:35 0.00105
SCS_24h_Type_II_0.5in 15:40 0.00105
SCS_24h_Type_II_0.5in 15:45 0.00105
SCS_24h_Type_II_0.5in 15:50 0.001
SCS_24h_Type_II_0.5in 15:55 0.00095
SCS_24h_Type_II_0.5in 16:00 0.00095
SCS_24h_Type_II_0.5in 16:05 0.00095
SCS_24h_Type_II_0.5in 16:10 0.00095
SCS_24h_Type_II_0.5in 16:15 0.0009
SCS_24h_Type_II_0.5in 16:20 0.00095
SCS_24h_Type_II_0.5in 16:25 0.0009
SCS_24h_Type_II_0.5in 16:30 0.0009
SCS_24h_Type_II_0.5in 16:35 0.0009
SCS_24h_Type_II_0.5in 16:40 0.00085
SCS_24h_Type_II_0.5in 16:45 0.0009
SCS_24h_Type_II_0.5in 16:50 0.00085
SCS_24h_Type_II_0.5in 16:55 0.0009
SCS_24h_Type_II_0.5in 17:00 0.00085
SCS_24h_Type_II_0.5in 17:05 0.0008
SCS_24h_Type_II_0.5in 17:10 0.00085
SCS_24h_Type_II_0.5in 17:15 0.0008
SCS_24h_Type_II_0.5in 17:20 0.00085
SCS_24h_Type_II_0.5in 17:25 0.0008
SCS_24h_Type_II_0.5in 17:30 0.0008
SCS_24h_Type_II_0.5in 17:35 0.0008
SCS_24h_Type_II_0.5in 17:40 0.00075
SCS_24h_Type_II_0.5in 17:45 0.0008
SCS_24h_Type_II_0.5in 17:50 0.00075
SCS_24h_Type_II_0.5in 17:55 0.00075
SCS_24h_Type_II_0.5in 18:00 0.00075
SCS_24h_Type_II_0.5in 18:05 0.00075
SCS_24h_Type_II_0.5in 18:10 0.0007
SCS_24h_Type_II_0.5in 18:15 0.00075
SCS_24h_Type_II_0.5in 18:20 0.0007
SCS_24h_Type_II_0.5in 18:25 0.0007
SCS_24h_Type_II_0.5in 18:30 0.0007
SCS_24h_Type_II_0.5in 18:35 0.00065
SCS_24h_Type_II_0.5in 18:40 0.0007
SCS_24h_Type_II_0.5in 18:45 0.00065
SCS_24h_Type_II_0.5in 18:50 0.0007
SCS_24h_Type_II_0.5in 18:55 0.0006
SCS_24h_Type_II_0.5in 19:00 0.00065
SCS_24h_Type_II_0.5in 19:05 0.00065
SCS_24h_Type_II_0.5in 19:10 0.00065
SCS_24h_Type_II_0.5in 19:15 0.0006
SCS_24h_Type_II_0.5in 19:20 0.0006
SCS_24h_Type_II_0.5in 19:25 0.0006
SCS_24h_Type_II_0.5in 19:30 0.0006
SCS_24h_Type_II_0.5in 19:35 0.00055
SCS_24h_Type_II_0.5in 19:40 0.0006
SCS_24h_Type_II_0.5in 19:45 0.00055
SCS_24h_Type_II_0.5in 19:50 0.00055
SCS_24h_Type_II_0.5in 19:55 0.00055
SCS_24h_Type_II_0.5in 20:00 0.00055
SCS_24h_Type_II_0.5in 20:05 0.00055
SCS_24h_Type_II_0.5in 20:10 0.0005
SCS_24h_Type_II_0.5in 20:15 0.00055
SCS_24h_Type_II_0.5in 20:20 0.00055
SCS_24h_Type_II_0.5in 20:25 0.0005
SCS_24h_Type_II_0.5in 20:30 0.00055
SCS_24h_Type_II_0.5in 20:35 0.00055
SCS_24h_Type_II_0.5in 20:40 0.0005
SCS_24h_Type_II_0.5in 20:45 0.00055
SCS_24h_Type_II_0.5in 20:50 0.0005
SCS_24h_Type_II_0.5in 20:55 0.0005
SCS_24h_Type_II_0.5in 21:00 0.00055
SCS_24h_Type_II_0.5in 21:05 0.0005
SCS_24h_Type_II_0.5in 21:10 0.00055
SCS_24h_Type_II_0.5in 21:15 0.0005
SCS_24h_Type_II_0.5in 21:20 0.0005
SCS_24h_Type_II_0.5in 21:25 0.0005
SCS_24h_Type_II_0.5in 21:30 0.00055
SCS_24h_Type_II_0.5in 21:35 0.0005
SCS_24h_Type_II_0.5in 21:40 0.0005
SCS_24h_Type_II_0.5in 21:45 0.0005
SCS_24h_Type_II_0.5in 21:50 0.0005
SCS_24h_Type_II_0.5in 21:55 0.0005
SCS_24h_Type_II_0.5in 22:00 0.0005
SCS_24h_Type_II_0.5in 22:05 0.0005
SCS_24h_Type_II_0.5in 22:10 0.0005
SCS_24h_Type_II_0.5in 22:15 0.0005
SCS_24h_Type_II_0.5in 22:20 0.0005
SCS_24h_Type_II_0.5in 22:25 0.00045
SCS_24h_Type_II_0.5in 22:30 0.0005
SCS_24h_Type_II_0.5in 22:35 0.0005
SCS_24h_Type_II_0.5in 22:40 0.0005
SCS_24h_Type_II_0.5in 22:45 0.00045
SCS_24h_Type_II_0.5in 22:50 0.0005
SCS_24h_Type_II_0.5in 22:55 0.00045
SCS_24h_Type_II_0.5in 23:00 0.0005
SCS_24h_Type_II_0.5in 23:05 0.0005
SCS_24h_Type_II_0.5in 23:10 0.00045
SCS_24h_Type_II_0.5in 23:15 0.0005
SCS_24h_Type_II_0.5in 23:20 0.00045
SCS_24h_Type_II_0.5in 23:25 0.00045
SCS_24h_Type_II_0.5in 23:30 0.0005
SCS_24h_Type_II_0.5in 23:35 0.00045
SCS_24h_Type_II_0.5in 23:40 0.00045
SCS_24h_Type_II_0.5in 23:45 0.0005
SCS_24h_Type_II_0.5in 23:50 0.00045
SCS_24h_Type_II_0.5in 23:55 0.00045
SCS_24h_Type_II_0.5in 24:00 0
;Climatology Data
Temperature FILE "H:\Fall 2017\BRCSavage__files\temperature.dat"
[REPORT]
INPUT YES
CONTROLS YES
SUBCATCHMENTS ALL
NODES ALL
LINKS ALL
[TAGS]
[MAP]
DIMENSIONS 1665294.74845 728419.6892 1665573.98455 728795.2028
UNITS Feet
[COORDINATES]
;;Node X-Coord Y-Coord
;;-------------- ---------------- ----------------
OttawaRiver 1665561.292 728778.134
GravelSU 1665530.079 728708.961
Savage_CB1 1665536.248 728708.929
SoilSU 1665529.959 728713.687
[VERTICES]
;;Link X-Coord Y-Coord
;;-------------- ---------------- ----------------
Backtosoil 1665528.709 728710.626
[POLYGONS]
;;Subcatchment X-Coord Y-Coord
;;-------------- ---------------- ----------------
PondLayer 1665478.227 728700.283
PondLayer 1665525.262 728715.415
PondLayer 1665525.702 728708.593
PondLayer 1665494.487 728695.882
PondLayer 1665455.925 728684.836
PondLayer 1665451.992 728683.168
PondLayer 1665445.249 728681.394
PondLayer 1665435.873 728678.165
PondLayer 1665434.46 728684.507
PondLayer 1665444.96 728688.093
PondLayer 1665478.227 728700.283
Savage_4 1665524.991 728707.244
Savage_4 1665485.031 728436.758
Savage_4 1665484.458 728437.484
Savage_4 1665478.501 728444.096
Savage_4 1665426.447 728487.919
Savage_4 1665381.893 728523.946
Savage_4 1665363.124 728539.456
Savage_4 1665357.011 728543.934
Savage_4 1665349.847 728547.584
Savage_4 1665343.756 728548.697
Savage_4 1665333.181 728549.673
Savage_4 1665325.837 728549.314
Savage_4 1665307.441 728573.503
Savage_4 1665309.343 728575.963
Savage_4 1665311.249 728578.735
Savage_4 1665312.233 728582.605
Savage_4 1665313.214 728586.164
Savage_4 1665313.587 728615.511
Savage_4 1665359.456 728643.037
Savage_4 1665372.016 728650.022
Savage_4 1665395.539 728661.059
Savage_4 1665424.543 728674.046
Savage_4 1665430.028 728676.306
Savage_4 1665448.502 728682.594
Savage_4 1665468.371 728689.664
Savage_4 1665471.678 728690.84
Savage_4 1665498.752 728699.193
Savage_4 1665524.991 728707.244
[SYMBOLS]
;;Gage X-Coord Y-Coord
;;-------------- ---------------- ----------------
[TITLE]
;;Project Title/Notes
Input and Output FilesSW 1 0 20
Input and Output FilesSW 1 0 20
[OPTIONS]
;;Option Value
FLOW_UNITS CFS
INFILTRATION GREEN_AMPT
FLOW_ROUTING DYNWAVE
LINK_OFFSETS ELEVATION
MIN_SLOPE 0
ALLOW_PONDING YES
SKIP_STEADY_STATE NO
START_DATE 01/01/1988
START_TIME 00:00:00
REPORT_START_DATE 01/01/1988
REPORT_START_TIME 00:00:00
END_DATE 01/01/1988
END_TIME 04:00:00
SWEEP_START 01/01
SWEEP_END 12/31
DRY_DAYS 0
REPORT_STEP 00:01:00
WET_STEP 00:15:00
DRY_STEP 01:00:00
ROUTING_STEP 0:00:10
INERTIAL_DAMPING NONE
NORMAL_FLOW_LIMITED BOTH
FORCE_MAIN_EQUATION H-W
VARIABLE_STEP 0.75
LENGTHENING_STEP 5
MIN_SURFAREA 12.566
MAX_TRIALS 8
HEAD_TOLERANCE 0.001
SYS_FLOW_TOL 5
LAT_FLOW_TOL 5
MINIMUM_STEP 0
THREADS 1
[EVAPORATION]
;;Data Source Parameters
;;-------------- ----------------
CONSTANT 0.6
DRY_ONLY NO
[JUNCTIONS]
;;Name Elevation MaxDepth InitDepth SurDepth Aponded
;;-------------- ---------- ---------- ---------- ---------- ----------
10309 101.60 9.40 .00 0 0
10309a 101.60 9.40 .00 0 0
10309b 101.60 9.40 .00 0 0
10309c 101.60 9.40 .00 0 0
10309d 101.60 9.40 .00 0 0
10309e 101.60 9.40 .00 0 0
15009 111.50 13.50 .00 0 0
15009a 111.50 13.50 .00 0 0
15009b 111.50 13.50 .00 0 0
15009c 111.50 13.50 .00 0 0
15009d 111.50 13.50 .00 0 0
15009e 121 13.50 .00 0 0
16009 102.00 18.00 .00 0 0
16009a 102.00 18.00 .00 0 0
16009b 102.00 18.00 .00 0 0
16009c 102.00 18.00 .00 0 0
16009d 102.00 18.00 .00 0 0
16009e 102.00 18.00 .00 0 0
16109 102.80 22.20 .00 0 0
16109a 102.80 22.20 .00 0 0
16109b 102.80 22.20 .00 0 0
16109c 102.80 22.20 .00 0 0
16109d 102.80 22.20 .00 0 0
16109e 102.80 22.20 .00 0 0
;JUNCTION DATA
80408 120 13.40 .00 0 10
;3rd network or extran example 3
80408b 124.60 13.40 .00 0 0
;4th network or extran example 4
80408c 124.60 13.40 .00 0 0
;5th network or extran example 5
80408d 124.60 13.40 .00 0 0
;6th network or extran example 7
80408e 124.60 13.40 .00 0 0
80608 118.30 16.70 .00 0 0
80608a 118.30 16.70 .00 0 0
80608b 118.30 16.70 .00 0 0
80608c 118.30 16.70 .00 0 0
80608d 118.30 16.70 .00 0 0
80608e 118.30 16.70 .00 0 0
81009 128.20 8.80 .00 0 0
81009a 128.20 8.80 .00 0 0
81009b 128.20 8.80 .00 0 0
81009c 128.20 8.80 .00 0 0
81009d 128.20 8.80 .00 0 0
81009e 128.20 8.80 .00 0 0
81309 117.50 12.50 .00 0 0
81309a 117.50 12.50 .00 0 0
81309b 117.50 12.50 .00 0 0
81309c 117.50 12.50 .00 0 0
81309d 117.50 12.50 .00 0 0
81309e 117.50 12.50 .00 0 0
82308d 112.30 42.70 .00 0 0
82309 112.30 42.70 .00 0 0
82309a 112.30 42.70 .00 0 0
GravelSU 112.30 42.70 .00 0 0
Up 112.30 42.70 .00 0 0
82309e 112.30 21 .00 0 0
;2nd network or extran example 2
80408a 124.60 6 .00 0 0
[OUTFALLS]
;;Name Elevation Type Stage Data Gated Route To
;;-------------- ---------- ---------- ---------------- -------- ----------------
;*
10208 89.9 FREE NO
10208b 89.9 FREE NO
10208c 89.9 FREE NO
10208d 89.9 FREE NO
10208e 89.9 FREE NO
10208a 89.9 FIXED 91 YES
[STORAGE]
;;Name Elev. MaxDepth InitDepth Shape Curve Name/Params N/A Fevap Psi Ksat IMD
;;-------------- -------- ---------- ----------- ---------- ---------------------------- -------- -------- -------- --------
;* STORAGE JUNCTION AT JUNCTION 82309d for the 5th network
82309d 112.3 42.7 0.0 FUNCTIONAL 800.0 0 0 0 0
[CONDUITS]
;;Name From Node To Node Length Roughness InOffset OutOffset InitFlow MaxFlow
;;-------------- ---------------- ---------------- ---------- ---------- ---------- ---------- ---------- ----------
1030e 10309e 10208e 4500.0 0.016 * * 0.0 0
1030 10309 10208 4500.0 .20 * * 0.0 0
1030a 10309a 10208a 4500.0 0.016 * * 0.0 0
1030b 10309b 10208b 4500.0 0.016 * * 0.0 0
1030c 10309c 10208c 4500.0 0.016 * * 0.0 0
1030d 10309d 10208d 4500.0 0.016 * * 0.0 0
1570 15009 16009 5000.0 0.0154 * * 0.0 0
1570a 15009a 16009a 5000.0 0.0154 * * 0.0 0
1570b 15009b 16009b 5000.0 0.0154 * * 0.0 0
1570c 15009c 16009c 100 0.0154 * * 0.0 0
1570d 15009d 16009d 5000.0 0.0154 * * 0.0 0
1570e 15009e 16009e 5000.0 0.0154 * * 0.0 0
1600 16009 16109 500.0 0.015 * * 0.0 0
1600a 16009a 16109a 500.0 0.015 * * 0.0 0
1600b 16009b 16109b 500.0 0.015 * * 0.0 0
1600c 16009c 16109c 500.0 0.015 * * 0.0 0
1600d 16009d 16109d 500.0 0.015 * * 0.0 0
1600e 16009e 16109e 500.0 0.015 * * 0.0 0
1602 82309 16109 5000.0 0.034 * * 0.0 0
1602a 82309a 16109a 5000.0 0.034 * * 0.0 0
1602b GravelSU 16109b 5000.0 0.034 * * 0.0 0
1602c Up 16109c 5000.0 0.034 * * 0.0 0
1602d 82309d 16109d 5000.0 0.034 * * 0.0 0
1602e 82309e 16109e 5000.0 0.034 * * 0.0 0
1630 16009 10309 300.0 0.015 * * 0.0 0
1630a 16009a 10309a 300.0 0.015 * * 0.0 0
1630b 16009b 10309b 300.0 0.015 * * 0.0 0
1630c 16009c 10309c 300.0 0.015 * * 0.0 0
1630d 16009d 10309d 300.0 0.015 * * 0.0 0
1630e 16009e 10309e 300.0 0.015 * * 0.0 0
;CONDUIT DATA - base extran example or example 1
8040 80408 80608 1800.0 0.015 * * 0.0 0
;2nd network or extran example 2
8040a 80408a 80608a 1800.0 .03 * * 0.0 0
;3rd network or extran example 3
8040b 80408b 80608b 1800.0 0.015 * * 0.0 0
;4th network or extran example 4
8040c 80408c 80608c 1800.0 0.015 * * 0.0 0
;5th network or extran example 5
8040d 80408d 80608d 1800.0 0.015 * * 0.0 0
;6th network or extran example 7
8040e 80408e 80608e 1800.0 0.015 * * 0.0 0
8060 80608 82309 2075.0 0.015 * 114.500 0.0 0
8060a 80608a 82309a 2075.0 0.015 * 114.500 0.0 0
8060b 80608b GravelSU 2075.0 0.015 * 114.500 0.0 0
8060c 80608c Up 2075.0 0.015 * 114.500 0.0 0
8060d 80608d 82309d 2075.0 0.015 * 114.500 0.0 0
8060e 80608e 82309e 2075.0 0.015 * 114.500 0.0 0
8100 81009 81309 5100.0 0.015 * * 0.0 0
8100a 81009a 81309a 5100.0 0.015 * * 0.0 0
8100b 81009b 81309b 5100.0 0.015 * * 0.0 0
8100c 81009c 81309c 5100.0 0.015 * * 0.0 0
8100d 81009d 81309d 5100.0 0.015 * * 0.0 0
8100e 81009e 81309e 5100.0 0.015 * * 0.0 0
8130 81309 15009 3500.0 0.015 * * 0.0 0
8130a 81309a 15009a 3500.0 0.015 * * 0.0 0
8130b 81309b 15009b 3500.0 0.015 * * 0.0 0
8130c 81309c 15009c 3500.0 0.015 * * 0.0 0
8130d 81309d 15009d 3500.0 0.015 * * 0.0 0
8130e 81309e 15009e 3500.0 0.015 * * 0.0 0
[PUMPS]
;;Name From Node To Node Pump Curve Status Sartup Shutoff
;;-------------- ---------------- ---------------- ---------------- ------ -------- --------
;* IPTYP NJUNC NJUNC PRATE1 - PRATE3 VRATE1 VRATE2 - for example 7
PUMP1@82309e-15009e 82309e 15009e PUMPCURVEforPUMP1@82309e-15009e OFF 0.1 0
[ORIFICES]
;;Name From Node To Node Type Offset Qcoeff Gated CloseTime
;;-------------- ---------------- ---------------- ------------ ---------- ---------- -------- ----------
;* SIDE-OUTLET ORIFICE AT JUNCTION 82309d for the 5th network
OR1@82309d-82308d 82309d 82308d SIDE * 0.85 NO 0
;* SUMP ORIFICE AT JUNCTION 82309b for the 3rd network
UnderdrainPipe GravelSU 15009b SIDE * 0.85 NO 0
Backtosoil GravelSU 15009b SIDE * 0.65 NO 0
[WEIRS]
;;Name From Node To Node Type CrestHt Qcoeff Gated EndCon EndCoeff Surcharge RoadWidth RoadSurf
;;-------------- ---------------- ---------------- ------------ ---------- ---------- -------- -------- ---------- ---------- ---------- ----------
One_Weir Up 15009c V-NOTCH 2 3.3 NO 0 0 YES
[XSECTIONS]
;;Link Shape Geom1 Geom2 Geom3 Geom4 Barrels Culvert
;;-------------- ------------ ---------------- ---------- ---------- ---------- ---------- ----------
1030e TRIANGULAR 9.0 54.0 0 0 1.0 0
1030 TRIANGULAR 9.0 54.0 0 0 1.0 0
1030a TRIANGULAR 9.0 54.0 0 0 1.0 0
1030b TRIANGULAR 9.0 54.0 0 0 1.0 0
1030c TRIANGULAR 9.0 54.0 0 0 1.0 0
1030d TRIANGULAR 9.0 54.0 0 0 1.0 0
1570 CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570a CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570b CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570c CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570d CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1570e CIRCULAR 5.5 0.0 0.0 0.0 1.0 0
1600 CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600a CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600b CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600c CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600d CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1600e CIRCULAR 6.0 0.0 0.0 0.0 1.0 0
1602 CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602a CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602b CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602c CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602d CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1602e CIRCULAR 5.0 0.0 0.0 0.0 1.0 0
1630 TRIANGULAR 9.0 54.0 0 0 1.0 0
1630a TRIANGULAR 9.0 54.0 0 0 1.0 0
1630b TRIANGULAR 9.0 54.0 0 0 1.0 0
1630c TRIANGULAR 9.0 54.0 0 0 1.0 0
1630d TRIANGULAR 9.0 54.0 0 0 1.0 0
1630e TRIANGULAR 9.0 54.0 0 0 1.0 0
8040 FORCE_MAIN 4.0 122 0 0 1 0
8040a CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8040b CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8040c CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8040d CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8040e CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060 CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060a CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060b CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060c CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060d CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8060e CIRCULAR 4.0 0.0 0.0 0.0 1.0 0
8100 FILLED_CIRCULAR 4 2 0 0 1 0
8100a CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8100b CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8100c CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8100d CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8100e CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130 CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130a CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130b CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130c CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130d CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
8130e CIRCULAR 4.5 0.0 0.0 0.0 1.0 0
OR1@82309d-82308d CIRCULAR 2 0 0 0
UnderdrainPipe CIRCULAR 1 0 0 0
Backtosoil CIRCULAR 1 0 0 0
One_Weir TRIANGULAR 1 1 1 1
[CONTROLS]
Rule 1
IF SIMULATION TIME >= 0
THEN ORIFICE UnderdrainPipe SETTING = 0
PRIORITY 1
Rule 2
IF NODE GravelSU DEPTH > .6
THEN ORIFICE Backtosoil SETTING = 1
ELSE ORIFICE Backtosoil SETTING = 0
PRIORITY 2
[POLLUTANTS]
;;Name Units Crain Cgw Crdii Kdecay SnowOnly Co-Pollutant Co-Frac Cdwf Cinit
;;-------------- ------ ---------- ---------- ---------- ---------- ---------- ---------------- ---------- ---------- ----------
SPILL MG/L 0.0 0.0 0.0 0.0 NO * 0.0 0.0 0
[INFLOWS]
;;Node Constituent Time Series Type Mfactor Sfactor Baseline Pattern
;;-------------- ---------------- ---------------- -------- -------- -------- -------- --------
80408 FLOW INFLOW@80408 FLOW 1.0 1.0 1
80408 SPILL SPILL MASS 1.0 1.0
80408b FLOW INFLOW@80408b FLOW 1.0 1.0
80408c FLOW INFLOW@80408c FLOW 1.0 1.0
80408d FLOW INFLOW@80408d FLOW 1.0 1.0
80408e FLOW INFLOW@80408e FLOW 1.0 0.5
81009 FLOW INFLOW@81009 FLOW 1.0 1.0
81009a FLOW INFLOW@81009a FLOW 1.0 1.0
81009b FLOW INFLOW@81009b FLOW 1.0 1.0
81009c FLOW INFLOW@81009c FLOW 1.0 1.0
81009d FLOW INFLOW@81009d FLOW 1.0 1.0
81009e FLOW INFLOW@81009e FLOW 1.0 1.0
82309 FLOW INFLOW@82309 FLOW 1.0 1.0
82309a FLOW INFLOW@82309a FLOW 1.0 1.0
GravelSU FLOW INFLOW@82309b FLOW 1.0 1.0
Up FLOW INFLOW@82309c FLOW 1.0 1.0
82309e FLOW INFLOW@82309e FLOW 1.0 1.0
80408a FLOW INFLOW@80408a FLOW 1.0 1.0
82309d FLOW INFLOW@82309d FLOW 1.0 1.0
[DWF]
;;Node Constituent Baseline Patterns
;;-------------- ---------------- ---------- ----------
16109 FLOW 0.0
80408 FLOW 10 "30_Minute"
80408a FLOW 10 "30_Minute"
[CURVES]
;;Name Type X-Value Y-Value
;;-------------- ---------- ---------- ----------
PUMPCURVEforPUMP1@82309e-15009e Pump3 6 5
;
SB1 Storage 0 0
SB1 1 0
SB1 1.5 0
SB1 2 0
SB1 2.5 340
SB1 3 2483
SB1 3.5 5686
SB1 4 11585
SB1 4.5 51299
SB1 5 278327
SB1 5.5 526214
SB1 6 740422
SB1 6.5 839055
SB1 7 864692
SB1 8 866863
SB1 9 868103
SB1 10 868394
;
SB2 Storage 0 0
SB2 1 0
SB2 1.5 7103
SB2 2 31791
SB2 2.5 71923
SB2 3 122585
SB2 3.5 183836
SB2 4 272757
SB2 4.5 460705
SB2 5 751151
SB2 5.5 967995
SB2 6 1095621
SB2 6.5 1101547
SB2 7 1101970
SB2 8 1102600
SB2 9 1103111
SB2 10 1103519
;
SB3 Storage 0 0
SB3 1 0
SB3 1.5 0
SB3 2 0
SB3 2.5 0
SB3 3 332
SB3 3.5 23187
SB3 4 127395
SB3 4.5 316178
SB3 5 471158
SB3 5.5 554586
SB3 6 598930
SB3 6.5 615368
SB3 7 619054
SB3 8 623164
SB3 9 626320
SB3 10 628073
;
SB4 Storage 0 1565
SB4 1 2261
SB4 1.5 2607
SB4 2 3010
SB4 2.5 3441
SB4 3 3901
SB4 3.5 4388
SB4 4 6141
SB4 4.5 73936
SB4 5 305776
SB4 5.5 477898
SB4 6 581768
SB4 6.5 602558
SB4 7 605744
SB4 8 606120
SB4 9 606441
SB4 10 606768
;
SB5 Storage 0 0
SB5 1 0
SB5 1.5 0
SB5 2 0
SB5 2.5 39
SB5 3 7520
SB5 3.5 45065
SB5 4 83112
SB5 4.5 161541
SB5 5 235404
SB5 5.5 295242
SB5 6 322603
SB5 6.5 341396
SB5 7 347583
SB5 8 355460
SB5 9 358876
SB5 10 359746
;
SB6 Storage 0 0
SB6 1 28
SB6 1.5 62
SB6 2 111
SB6 2.5 174
SB6 3 671
SB6 3.5 20637
SB6 4 115442
SB6 4.5 280562
SB6 5 438832
SB6 5.5 604771
SB6 6 711883
SB6 6.5 754132
SB6 7 772875
SB6 8 777041
SB6 9 777041
SB6 10 777041
;
SB7 Storage 0 0
SB7 1 76
SB7 1.5 161
SB7 2 277
SB7 2.5 425
SB7 3 604
SB7 3.5 814
SB7 4 1094
SB7 4.5 13105
SB7 5 92154
SB7 5.5 244856
SB7 6 425764
SB7 6.5 534327
SB7 7 603342
SB7 8 629626
SB7 9 635380
SB7 10 639804
;
SB8 Storage 0 0
SB8 1 0
SB8 1.5 0
SB8 2 0
SB8 2.5 3210
SB8 3 18142
SB8 3.5 39310
SB8 4 66507
SB8 4.5 121586
SB8 5 199685
SB8 5.5 318789
SB8 6 434905
SB8 6.5 529773
SB8 7 610618
SB8 8 692084
SB8 9 742023
SB8 10 766289
;
SB9 Storage 0 0
SB9 1 0
SB9 1.5 0
SB9 2 0
SB9 2.5 0
SB9 3 0
SB9 3.5 0
SB9 4 0
SB9 4.5 2
SB9 5 2361
SB9 5.5 49440
SB9 6 264589
SB9 6.5 600759
SB9 7 986301
SB9 8 1176915
SB9 9 1187853
SB9 10 1189988
[TIMESERIES]
;;Name Date Time Value
;;-------------- ---------- ---------- ----------
INFLOW@82309 01/01/1988 00:00 0.00000
INFLOW@82309 00:15 40.00000
INFLOW@82309 03:00 40.00000
INFLOW@82309 03:15 0.00000
INFLOW@82309 12:00 0.00000
;
INFLOW@80408 01/01/1988 00:00 0.00000
INFLOW@80408 00:15 45.00000
INFLOW@80408 03:00 45.00000
INFLOW@80408 03:15 0
INFLOW@80408 12:00 0
INFLOW@80408 01/11/1988 0:00 0
;
INFLOW@81009 01/01/1988 00:00 0.00000
INFLOW@81009 00:15 50.00000
INFLOW@81009 03:00 50.00000
INFLOW@81009 03:15 0.00000
INFLOW@81009 12:00 0.00000
;
INFLOW@82309a 01/01/1988 00:00 0.00000
INFLOW@82309a 00:15 40.00000
INFLOW@82309a 03:00 40.00000
INFLOW@82309a 03:15 0.00000
INFLOW@82309a 12:00 0.00000
;
INFLOW@80408a 01/01/1988 00:00 0.00000
INFLOW@80408a 00:15 45.00000
INFLOW@80408a 03:00 45.00000
INFLOW@80408a 03:15 0.00000
INFLOW@80408a 12:00 0.00000
;
INFLOW@81009a 01/01/1988 00:00 0.00000
INFLOW@81009a 00:15 50.00000
INFLOW@81009a 03:00 50.00000
INFLOW@81009a 03:15 0.00000
INFLOW@81009a 12:00 0.00000
;
INFLOW@82309b 01/01/1988 00:00 0.00000
INFLOW@82309b 00:15 40.00000
INFLOW@82309b 03:00 40.00000
INFLOW@82309b 03:15 0.00000
INFLOW@82309b 12:00 0.00000
;
INFLOW@80408b 01/01/1988 00:00 0.00000
INFLOW@80408b 00:15 45.00000
INFLOW@80408b 03:00 45.00000
INFLOW@80408b 03:15 0.00000
INFLOW@80408b 12:00 0.00000
;
INFLOW@81009b 01/01/1988 00:00 0.00000
INFLOW@81009b 00:15 50.00000
INFLOW@81009b 03:00 50.00000
INFLOW@81009b 03:15 0.00000
INFLOW@81009b 12:00 0.00000
;
INFLOW@82309c 01/01/1988 00:00 0.00000
INFLOW@82309c 00:15 40.00000
INFLOW@82309c 03:00 40.00000
INFLOW@82309c 03:15 0.00000
INFLOW@82309c 12:00 0.00000
;
INFLOW@80408c 01/01/1988 00:00 0.00000
INFLOW@80408c 00:15 45.00000
INFLOW@80408c 03:00 45.00000
INFLOW@80408c 03:15 0.00000
INFLOW@80408c 12:00 0.00000
;
INFLOW@81009c 01/01/1988 00:00 0.00000
INFLOW@81009c 00:15 50.00000
INFLOW@81009c 03:00 50.00000
INFLOW@81009c 03:15 0.00000
INFLOW@81009c 12:00 0.00000
;
INFLOW@82309d 01/01/1988 00:00 0.00000
INFLOW@82309d 00:15 40.00000
INFLOW@82309d 03:00 40.00000
INFLOW@82309d 03:15 0.00000
INFLOW@82309d 12:00 0.00000
;
INFLOW@80408d 01/01/1988 00:00 0.00000
INFLOW@80408d 00:15 45.00000
INFLOW@80408d 03:00 45.00000
INFLOW@80408d 03:15 0.00000
INFLOW@80408d 12:00 0.00000
;
INFLOW@81009d 01/01/1988 00:00 0.00000
INFLOW@81009d 00:15 50.00000
INFLOW@81009d 03:00 50.00000
INFLOW@81009d 03:15 0.00000
INFLOW@81009d 12:00 0.00000
;
INFLOW@82309e 01/01/1988 00:00 0.00000
INFLOW@82309e 00:15 40.00000
INFLOW@82309e 03:00 40.00000
INFLOW@82309e 03:15 0.00000
INFLOW@82309e 12:00 0.00000
;
INFLOW@80408e 01/01/1988 00:00 0.00000
INFLOW@80408e 00:15 45.00000
INFLOW@80408e 03:00 45.00000
INFLOW@80408e 03:15 0.00000
INFLOW@80408e 12:00 0.00000
;
INFLOW@81009e 01/01/1988 00:00 0.00000
INFLOW@81009e 00:15 50.00000
INFLOW@81009e 03:00 50.00000
INFLOW@81009e 03:15 0.00000
INFLOW@81009e 12:00 0.00000
;
OpenOrifice 0:00 0
OpenOrifice 1:00 0
OpenOrifice 1:05 0.1
OpenOrifice 1:10 0.2
OpenOrifice 1:15 0.5
OpenOrifice 1:30 1
OpenOrifice 11:00 1
;
SPILL 01/01/1988 00:00 0.00000
SPILL 00:15 1000
SPILL 03:00 1000
SPILL 03:15 0.00000
SPILL 12:00 0.00000
[PATTERNS]
;;Name Type Multipliers
;;-------------- ---------- -----------
30_Minute MONTHLY 2 1.0 2 1.0 2 1.0
30_Minute 2 1.0 2 1.0 2 1.0
30_Minute 2 1.0 2 1.0 2 1.0
30_Minute 2 1.0 2 1.0 2 1.0
[REPORT]
;;Reporting Options
INPUT NO
CONTROLS YES
SUBCATCHMENTS ALL
NODES ALL
LINKS ALL
[TAGS]
Node 10309 10309
Node 10309a 10309a
Node 10309b 10309b
Node 10309c 10309c
Node 10309d 10309d
Node 10309e 10309e
Node 15009 15009
Node 15009a 15009a
Node 15009b 15009b
Node 15009c 15009c
Node 15009d 15009d
Node 15009e 15009e
Node 16009 16009
Node 16009a 16009a
Node 16009b 16009b
Node 16009c 16009c
Node 16009d 16009d
Node 16009e 16009e
Node 16109 16109
Node 16109a 16109a
Node 16109b 16109b
Node 16109c 16109c
Node 16109d 16109d
Node 16109e 16109e
Node 80408 80408
Node 80408b 80408b
Node 80408c 80408c
Node 80408d 80408d
Node 80408e 80408e
Node 80608 80608
Node 80608a 80608a
Node 80608b 80608b
Node 80608c 80608c
Node 80608d 80608d
Node 80608e 80608e
Node 81009 81009
Node 81009a 81009a
Node 81009b 81009b
Node 81009c 81009c
Node 81009d 81009d
Node 81009e 81009e
Node 81309 81309
Node 81309a 81309a
Node 81309b 81309b
Node 81309c 81309c
Node 81309d 81309d
Node 81309e 81309e
Node 82308d 82308d
Node 82309 82309
Node 82309a 82309a
Node GravelSU 82309b
Node Up 82309c
Node 82309e 82309e
Node 80408a 80408a
Node 10208 10208
Node 10208b 10208b
Node 10208c 10208c
Node 10208d 10208d
Node 10208e 10208e
Node 10208a 10208a
Node 82309d 82309d
Link 1030e 1030e
Link 1030 1030
Link 1030a 1030a
Link 1030b 1030b
Link 1030c 1030c
Link 1030d 1030d
Link 1570 1570
Link 1570a 1570a
Link 1570b 1570b
Link 1570c 1570c
Link 1570d 1570d
Link 1570e 1570e
Link 1600 1600
Link 1600a 1600a
Link 1600b 1600b
Link 1600c 1600c
Link 1600d 1600d
Link 1600e 1600e
Link 1602 1602
Link 1602a 1602a
Link 1602b 1602b
Link 1602c 1602c
Link 1602d 1602d
Link 1602e 1602e
Link 1630 1630
Link 1630a 1630a
Link 1630b 1630b
Link 1630c 1630c
Link 1630d 1630d
Link 1630e 1630e
Link 8040 8040
Link 8040a 8040a
Link 8040b 8040b
Link 8040c 8040c
Link 8040d 8040d
Link 8040e 8040e
Link 8060 8060
Link 8060a 8060a
Link 8060b 8060b
Link 8060c 8060c
Link 8060d 8060d
Link 8060e 8060e
Link 8100 8100
Link 8100a 8100a
Link 8100b 8100b
Link 8100c 8100c
Link 8100d 8100d
Link 8100e 8100e
Link 8130 8130
Link 8130a 8130a
Link 8130b 8130b
Link 8130c 8130c
Link 8130d 8130d
Link 8130e 8130e
[MAP]
DIMENSIONS -1663.687 1565.261 22200.527 20392.630
Units None
[COORDINATES]
;;Node X-Coord Y-Coord
;;-------------- ------------------ ------------------
10309 389.470 2421.050
10309a 389.470 8421.050
10309b 389.470 14421.050
10309c 11389.470 14421.050
10309d 11389.470 8421.050
10309e 11389.470 2421.050
15009 4978.950 2421.050
15009a 4978.950 8421.050
15009b 4978.950 14421.050
15009c 15978.950 14421.050
15009d 15978.950 8421.050
15009e 15989.044 2458.354
16009 2494.740 2421.050
16009a 2494.740 8421.050
16009b 2494.740 14421.050
16009c 13494.740 14421.050
16009d 13494.740 8421.050
16009e 13494.740 2421.050
16109 2494.740 7536.840
16109a 2494.740 13536.840
16109b 2494.740 19536.840
16109c 13494.740 19536.840
16109d 13494.740 13536.840
16109e 13494.740 7536.840
80408 10115.790 7536.840
80408b 10115.790 19536.840
80408c 21115.790 19536.840
80408d 21115.790 13536.840
80408e 21115.790 7536.840
80608 7463.160 7536.840
80608a 7463.160 13536.840
80608b 7463.160 19536.840
80608c 18463.160 19536.840
80608d 18463.160 13536.840
80608e 18463.160 7536.840
81009 9989.470 2421.050
81009a 9989.470 8421.050
81009b 9989.470 14421.050
81009c 20989.470 14421.050
81009d 20989.470 8421.050
81009e 20989.470 2421.050
81309 7568.420 2421.050
81309a 7568.420 8421.050
81309b 7568.420 14421.050
81309c 18568.420 14421.050
81309d 18568.420 8421.050
81309e 18568.420 2421.050
82308d 14957.890 13536.840
82309 4957.890 7536.840
82309a 4957.890 13536.840
GravelSU 4957.890 19536.840
Up 15957.890 19536.840
82309e 15989.044 7551.399
80408a 10115.790 13536.840
10208 -578.950 4947.370
10208b -578.950 16947.370
10208c 10420.950 16947.370
10208d 10420.950 10947.370
10208e 10420.950 4947.370
10208a -578.950 10947.370
82309d 15957.890 13536.840
[VERTICES]
;;Link X-Coord Y-Coord
;;-------------- ------------------ ------------------
Backtosoil 3821.062 17114.772
[LABELS]
;;X-Coord Y-Coord Label
7150.770 5209.268 "#1" "" "Arial" 10 0 0
6948.325 11444.569 "#2" "" "Arial" 10 0 0
6664.902 17436.936 "#3" "" "Arial" 10 0 0
18568.658 17679.869 "#4" "" "Arial" 10 0 0
18568.658 11444.569 "#5" "" "Arial" 10 0 0
18690.125 5492.691 "#6" "" "Arial" 10 0 0
7150.770 5209.268 "#1" "" "Arial" 10 0 0
6948.325 11444.569 "#2" "" "Arial" 10 0 0
6664.902 17436.936 "#3" "" "Arial" 10 0 0
18568.658 17679.869 "#4" "" "Arial" 10 0 0
18568.658 11444.569 "#5" "" "Arial" 10 0 0
18690.125 5492.691 "#6" "" "Arial" 10 0 0
[PROFILES]
;;Name Links
;;-------------- ----------
"profileA " 8040 8060 1602
Hello Bernard,
Can you look at the attached model - it sees to do what you want. Maybe you have other rules for your orifices that are causing model confusion? Are you using SWMM 5.1.012?
Rule 1
IF SIMULATION TIME >= 0
THEN ORIFICE UnderdrainPipe SETTING = 0
PRIORITY 1
Rule 2
IF NODE GravelSU DEPTH > .6
THEN ORIFICE Backtosoil SETTING = 1
ELSE ORIFICE Backtosoil SETTING = 0
PRIORITY 2
Thank you so much, Robert Dickinson, for the reply, and the model.
Yes I am using swmm 5.1.012
Hi, Just checking does this model do what you hope to accomplish? Did you find out why your model is behaving differently?
Did this answer on the SWMM List Server answer your question?
Priorities only matter if rules conflict with one another. In your example, the priorities have no effect.
It answered part of my question;
I would like to know why SWMM is not responding to my control rules given that the priority of the individual rules does not affect.
One user (on another forum for SWMM users) advised that priorities do not affect because my rules do not act simultaneously, I believe Rule 2 is always acting while Rule 1 is happening (thus my belief of the rules acting simultaneously). I can see the orifice setting is changed to 1 (opening) when the depth is reached, but the orifice does not convey water – reason for wondering why SWMM is not responding to this setting.
From Figure 1, I see a response (setting = 1) when GravelSU depth is 0.6ft, but there is no conveyance by the orifice.
Additionally, I expect the opened status to remain 1 for the rest of the simulation time since depth is always greater than 0.6ft.