A-12-CAV-SWMM-Actual_test.ini

[Map]
ShowGageIDs=1
ShowSubcatchIDs=1
ShowSubcatchValues=1
ShowSubcatchLinks=1
ShowNodeIDs=0
ShowNodeValues=1
ShowNodesBySize=0
ShowNodeBorder=1
ShowFloodedNodes=1
ShowSurchargedNodes=1
ShowSurchargedLinks=1
ShowFloodingLinks=1
ShowLinkIDs=0
ShowLinkValues=1
ShowLinksBySize=0
ShowLinkBorder=0
ShowGages=1
ShowSubcatchs=1
ShowNodes=1
ShowJunction=1
ShowDetentionPond=1
ShowFlowdiversion=1
ShowInlet=1
ShowOutfall=1
ShowLinks=1
ShowNodeSymbols=1
ShowLinkSymbols=1
ShowChannel=1
ShowOrifices=1
ShowOutlets=1
ShowPumps=1
ShowWeirs=1
DisplaySymbol=1
DisplayFlowArrow=1
ShowLabels=1
LabelsTranspar=1
NotationTranspar=0
SubcatchFillStyle=1
SubcatchLineSize=2
SubcatchSnapTol=0
SubcatchSize=5
NodeSize=4
NodeSurcharge=4
LinkSize=6
LinkSurcharge=4
NotationSize=11
ArrowStyle=2
ArrowSize=7
ColorIndex=5
NotationZoom=100
LabelZoom=100
SymbolZoom=100
ArrowZoom=100
SubbasinColor=65535
[Backdrop]
Visible=1
Watermark=0
[Legends]
NumIntervals=4
MapSubcatchColor0=16711680
MapSubcatchColor1=16776960
MapSubcatchColor2=65280
MapSubcatchColor3=65535
MapSubcatchColor4=255
MapNodeColor0=16711680
MapNodeColor1=16776960
MapNodeColor2=65280
MapNodeColor3=65535
MapNodeColor4=255
MapLinkColor0=16711680
MapLinkColor1=16776960
MapLinkColor2=65280
MapLinkColor3=65535
MapLinkColor4=255
SubcatchLegend1=25,50,75,100,
SubcatchLegend2=0.5,1,5,10,
SubcatchLegend3=25,50,75,100,
SubcatchLegend4=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend5=0.5,1,3,6,
SubcatchLegend6=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend7=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend8=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend9=25,50,75,100,
SubcatchLegend10=0.25,0.5,0.75,1,
NodeLegend1=25,50,75,100,
NodeLegend2=1,5,10,20,
NodeLegend3=25,50,75,100,
NodeLegend4=100,1000,10000,100000,
NodeLegend5=25,50,75,100,
NodeLegend6=25,50,75,100,
NodeLegend7=25,50,75,100,
NodeLegend8=25,50,75,100,
NodeLegend9=25,50,75,100,
NodeLegend10=25,50,75,100,
NodeLegend11=25,50,75,100,
NodeLegend12=0.25,0.5,0.75,1,
NodeLegend13=0,0,0,0,
NodeLegend14=0.5,1,2,4,
LinkLegend1=0.5,1,2,4,
LinkLegend2=0.00100000004749745,0.00499999988824129,0.00999999977648258,0.100000001490116,
LinkLegend3=4,8,12,16,
LinkLegend4=25,50,75,100,
LinkLegend5=0.5,1,2,4,
LinkLegend6=0.00999999977648258,0.100000001490116,1,2,
LinkLegend7=0.00999999977648258,0.100000001490116,0.5,1,
LinkLegend8=0.25,0.5,0.75,1,
LinkLegend9=0.25,0.5,0.75,1,
SubcatchLegend12=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend13=0.5,1,3,6,
SubcatchLegend14=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend15=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend16=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend17=0.00999999977648258,0.0500000007450581,0.100000001490116,0.5,
SubcatchLegend18=25,50,75,100,
SubcatchLegend19=0.100000001490116,0.200000002980232,0.300000011920929,0.400000005960464,
SubcatchLegend20=0.25,0.5,0.75,1,
NodeLegend15=0.25,0.5,0.75,1,
LinkLegend10=0.5,1,2,4,
LinkLegend11=0.00999999977648258,0.100000001490116,1,2,
LinkLegend12=100,1000,10000,100000,
LinkLegend13=0.25,0.5,0.75,1,
LinkLegend14=0.25,0.5,0.75,1,
[Labels]
Title / Notes=
Title / Notes_Suffix=
Title / Notes_Digits=2
Title / Notes_Increment=1
Option=
Option_Suffix=
Option_Digits=2
Option_Increment=1
Rain Gage=Rain Gage-
Rain Gage_Suffix=
Rain Gage_Digits=2
Rain Gage_Increment=1
Subbasin=C-
Subbasin_Suffix=
Subbasin_Digits=2
Subbasin_Increment=1
Junction=Jun-
Junction_Suffix=
Junction_Digits=2
Junction_Increment=1
Outfall=Out-
Outfall_Suffix=
Outfall_Digits=2
Outfall_Increment=1
Flow Diversion=Diversion-
Flow Diversion_Suffix=
Flow Diversion_Digits=2
Flow Diversion_Increment=1
Inlet=Inlet-
Inlet_Suffix=
Inlet_Digits=2
Inlet_Increment=1
Storage Node=Stor-
Storage Node_Suffix=
Storage Node_Digits=2
Storage Node_Increment=1
Conveyance Link=Link-
Conveyance Link_Suffix=
Conveyance Link_Digits=2
Conveyance Link_Increment=1
Pump=Pump-
Pump_Suffix=
Pump_Digits=2
Pump_Increment=1
Orifice=Orifice-
Orifice_Suffix=
Orifice_Digits=2
Orifice_Increment=1
Weir=Weir-
Weir_Suffix=
Weir_Digits=2
Weir_Increment=1
Outlet=Outlet-
Outlet_Suffix=
Outlet_Digits=2
Outlet_Increment=1
Label=
Label_Suffix=
Label_Digits=2
Label_Increment=1
Storage Curve=Storage-
Storage Curve_Suffix=
Storage Curve_Digits=2
Storage Curve_Increment=1
Flow Diversion Curve=FDC-
Flow Diversion Curve_Suffix=
Flow Diversion Curve_Digits=2
Flow Diversion Curve_Increment=1
Outfall Tidal Curve=Tidal-
Outfall Tidal Curve_Suffix=
Outfall Tidal Curve_Digits=2
Outfall Tidal Curve_Increment=1
Pump Curve=Pump RC-
Pump Curve_Suffix=
Pump Curve_Digits=2
Pump Curve_Increment=1
Outlet Rating Curve=Outlet RC-
Outlet Rating Curve_Suffix=
Outlet Rating Curve_Digits=2
Outlet Rating Curve_Increment=1
Custom Pipe Geometry=Shape-
Custom Pipe Geometry_Suffix=
Custom Pipe Geometry_Digits=2
Custom Pipe Geometry_Increment=1
Control Settings=Control-
Control Settings_Suffix=
Control Settings_Digits=2
Control Settings_Increment=1
Time Series=TS-
Time Series_Suffix=
Time Series_Digits=2
Time Series_Increment=1
Sanitary Time Pattern=Sanitary TP-
Sanitary Time Pattern_Suffix=
Sanitary Time Pattern_Digits=2
Sanitary Time Pattern_Increment=1
Irregular Cross Section=XS-
Irregular Cross Section_Suffix=
Irregular Cross Section_Digits=2
Irregular Cross Section_Increment=1
RDII Unit Hydrograph=RDII UH-
RDII Unit Hydrograph_Suffix=
RDII Unit Hydrograph_Digits=2
RDII Unit Hydrograph_Increment=1
Pollutant=Pollutant-
Pollutant_Suffix=
Pollutant_Digits=2
Pollutant_Increment=1
Pollutant Land Type=Land Type-
Pollutant Land Type_Suffix=
Pollutant Land Type_Digits=2
Pollutant Land Type_Increment=1
Groundwater Aquifer=Aquifer-
Groundwater Aquifer_Suffix=
Groundwater Aquifer_Digits=2
Groundwater Aquifer_Increment=1
Control Rule=
Control Rule_Suffix=
Control Rule_Digits=2
Control Rule_Increment=1
Climatology=
Climatology_Suffix=
Climatology_Digits=2
Climatology_Increment=1
Snow Pack=Snow Pack-
Snow Pack_Suffix=
Snow Pack_Digits=2
Snow Pack_Increment=1
Title / Notes_NextID=1
Option_NextID=1
Rain Gage_NextID=4
Subbasin_NextID=178
Junction_NextID=371
Outfall_NextID=4
Flow Diversion_NextID=1
Inlet_NextID=1
Storage Node_NextID=1
Conveyance Link_NextID=404
Pump_NextID=1
Orifice_NextID=1
Weir_NextID=4
Outlet_NextID=1
Label_NextID=1
Storage Curve_NextID=2
Flow Diversion Curve_NextID=1
Outfall Tidal Curve_NextID=1
Pump Curve_NextID=1
Outlet Rating Curve_NextID=1
Custom Pipe Geometry_NextID=1
Control Settings_NextID=1
Time Series_NextID=7
Sanitary Time Pattern_NextID=1
Irregular Cross Section_NextID=4
RDII Unit Hydrograph_NextID=1
Pollutant_NextID=1
Pollutant Land Type_NextID=1
Groundwater Aquifer_NextID=1
Control Rule_NextID=1
Climatology_NextID=1
Snow Pack_NextID=1
Increment=1
Subcatchment=
Divider=
Storage Unit=
Conduit=
Subcatchment_NextID=1
Divider_NextID=1
Storage Unit_NextID=1
Conduit_NextID=4
Control Curve_NextID=1
Diversion Curve_NextID=1
Rating Curve_NextID=1
Shape Curve_NextID=1
Tidal Curve_NextID=1
Weir Curve_NextID=1
Time Pattern_NextID=1
Transect_NextID=1
Unit Hydrograph_NextID=1
Land Use_NextID=1
Aquifer_NextID=1
LID Control_NextID=1
Street Section_NextID=1
[Defaults]
SUBCATCH_AREA=5
SUBCATCH_WIDTH=150
SUBCATCH_SLOPE=0.5
SUBCATCH_IMPERV=25
SUBCATCH_IMPERV_N=0.015
SUBCATCH_PERV_N=0.1
SUBCATCH_IMPERV_DS=2.00
SUBCATCH_PERV_DS=5.00
SUBCATCH_PCTZERO=25
SUBCATCH_CURVE_NUMBER=80
SUBCATCH_RUNOFF_COEFF=0.72
SUBCATCH_PEAK_RATE_FACTOR=484
NODE_INVERT=0
INLET_NODE_INVERT=0
NODE_DEPTH=1
INLET_STUCTURE_HEIGHT=6
NODE_SUMP_DEPTH=0
INLET_SUMP_DEPTH=0
CONDUIT_LENGTH=0
CONDUIT_SHAPE=RECT_OPEN
CONDUIT_GEOM1=1.0
CONDUIT_GEOM2=
CONDUIT_GEOM3=
CONDUIT_GEOM4=
CONDUIT_ROUGHNESS=0.032
FLOW_UNITS=CMS
GLOBAL_FLOW_UNITS=CMS
INFILTRATION=CURVE_NUMBER
ROUTING_MODEL=DYNWAVE
MINIMUM_ALLOWABLE_TOC=0
STORM_DURATION=
RETURN_PERIOD=10
DEPTH_ELEVATION=Elev.
FEET_INCH=inch
AREA_UNIT=ha
POND_EXFILTRATION=NONE_EXFIL
FORCE_MAIN_EQUATION=H-W
AUTO_START_LAST_PROJECT=FALSE
ASCENDING_LIMB=1.0
RESCEDING_LIMB=1.0
INFIL_PARAM1=80
INFIL_PARAM2=0.15
INFIL_PARAM3=7
INFIL_PARAM4=                                       
INFIL_PARAM5=                                       
INFIL_PARAM6=
Gutter_Spread_Warning=7
PONDED_AREA=0
LINK_OFFSETS=DEPTH
[AVAILABLE_PIPE_SIZES]
Unit System=SI
PipeSizeCount=50
MaxFlowDepth=90
MinFlowVelocity=0.6
SurReturnPeriod=30
PipeSurchargingOn=0
PipeSizingOn=0
PipeSize_0=0
PipeStatus_0=0
PipeSize_1=0
PipeStatus_1=0
PipeSize_2=0
PipeStatus_2=0
PipeSize_3=0
PipeStatus_3=0
PipeSize_4=0
PipeStatus_4=0
PipeSize_5=0
PipeStatus_5=0
PipeSize_6=0
PipeStatus_6=0
PipeSize_7=0
PipeStatus_7=0
PipeSize_8=0
PipeStatus_8=0
PipeSize_9=0
PipeStatus_9=0
PipeSize_10=0
PipeStatus_10=0
PipeSize_11=0
PipeStatus_11=0
PipeSize_12=0
PipeStatus_12=0
PipeSize_13=0
PipeStatus_13=0
PipeSize_14=0
PipeStatus_14=0
PipeSize_15=0
PipeStatus_15=0
PipeSize_16=0
PipeStatus_16=0
PipeSize_17=0
PipeStatus_17=0
PipeSize_18=0
PipeStatus_18=0
PipeSize_19=0
PipeStatus_19=0
PipeSize_20=0
PipeStatus_20=0
PipeSize_21=0
PipeStatus_21=0
PipeSize_22=0
PipeStatus_22=0
PipeSize_23=0
PipeStatus_23=0
PipeSize_24=0
PipeStatus_24=0
PipeSize_25=0
PipeStatus_25=0
PipeSize_26=0
PipeStatus_26=0
PipeSize_27=0
PipeStatus_27=0
PipeSize_28=0
PipeStatus_28=0
PipeSize_29=0
PipeStatus_29=0
PipeSize_30=0
PipeStatus_30=0
PipeSize_31=0
PipeStatus_31=0
PipeSize_32=0
PipeStatus_32=0
PipeSize_33=0
PipeStatus_33=0
PipeSize_34=0
PipeStatus_34=0
PipeSize_35=0
PipeStatus_35=0
PipeSize_36=0
PipeStatus_36=0
PipeSize_37=0
PipeStatus_37=0
PipeSize_38=0
PipeStatus_38=0
PipeSize_39=0
PipeStatus_39=0
PipeSize_40=0
PipeStatus_40=0
PipeSize_41=0
PipeStatus_41=0
PipeSize_42=0
PipeStatus_42=0
PipeSize_43=0
PipeStatus_43=0
PipeSize_44=0
PipeStatus_44=0
PipeSize_45=0
PipeStatus_45=0
PipeSize_46=0
PipeStatus_46=0
PipeSize_47=0
PipeStatus_47=0
PipeSize_48=0
PipeStatus_48=0
PipeSize_49=0
PipeStatus_49=0
[UK_HYDROLOGY]
Geographical_Location=ENGLAND_WALES
Postal_Code=
Towns=
SAAR=820
WRAP=4
M5_60=14.5
r_Ratio=0.23
Time_Of_Entry=5
Volumetric_Runoff_Coeff=0.75
Max_Rainfall_Rate=200
Equivalent_Sand_Roughness=0.6
Percentage_Impervious_Area=75
Rainfall_Profile=Summer
Areal_Reduction_Factor=0
On_SAAR=0
On_WRAP=0
On_M5_60=0
On_R_RATIO=0
On_Postal=0
On_Town=-1
On_Location=0
[Page]
LeftMargin=1
RightMargin=1
TopMargin=1.5
BottomMargin=1
HeaderText=Proyecto de drenaje pluvial de la localidad de Caviahue para calles Los Nires, 8 de abril.
HeaderAlignment=2
HeaderEnabled=1
FooterText=Storm and Sanitary Analysis
FooterAlignment=0
FooterEnabled=1
PageNumbers=6
TitleAsHeader=1
Orientation=0
[Calibration]
File1=
File2=
File3=
File4=
File5=
File6=
File7=
File8=
File9=
File10=
File11=
File12=
[UGOption]
Panelcolor=0
BackColor=16777215
LegendPosition=1
LegendColor=16777215
LegendVisible=1
LegendFramed=1
LegendResizeChart=0
MonoChrome=0
InvertRainfall=0
BoxedBorder=0
AbsolutDateTime=0
Title=
SubTitle=
TitleFontName=Arial
SubFontName=Arial
TitleFontSize=12
SubFontSize=8
ZoomStyle=0
GridLines=3
TitleFontBold=0
TitlefontItalic=0
TitlefontStrikeout=0
TitlefontUnderline=0
Bold Axis=0
Exceedance=0
Deficit=0
[Results]
Saved=1
Current=1
[DigitizeLengthArea]
Length=1
[Vertex Lock]
VLock=1
[IDFFourmula No]
IDFFormulaIndex=1
[IntensityDE]
Intensity=
[SWMM5]
Version=52004
[Graph]
DateTimeFormat=