[TITLE]
;;Project Title/Notes
Example 6
Circular Culvert with Roadway Overtopping
and Upstream Storage

[OPTIONS]
;;Option             Value
FLOW_UNITS           CFS
INFILTRATION         HORTON
FLOW_ROUTING         DYNWAVE
LINK_OFFSETS         DEPTH
MIN_SLOPE            0
ALLOW_PONDING        NO
SKIP_STEADY_STATE    NO

START_DATE           06/08/2015
START_TIME           00:00:00
REPORT_START_DATE    06/08/2015
REPORT_START_TIME    00:00:00
END_DATE             06/08/2015
END_TIME             05:00:00
SWEEP_START          01/01
SWEEP_END            12/31
DRY_DAYS             0
REPORT_STEP          00:07:30
WET_STEP             00:05:00
DRY_STEP             01:00:00
ROUTING_STEP         0:00:05 

INERTIAL_DAMPING     PARTIAL
NORMAL_FLOW_LIMITED  BOTH
FORCE_MAIN_EQUATION  H-W
VARIABLE_STEP        0.75
LENGTHENING_STEP     0
MIN_SURFAREA         12.557
MAX_TRIALS           8
HEAD_TOLERANCE       0.005
SYS_FLOW_TOL         5
LAT_FLOW_TOL         5
MINIMUM_STEP         0.5
THREADS              1

[EVAPORATION]
;;Data Source    Parameters
;;-------------- ----------------
CONSTANT         0.0
DRY_ONLY         NO

[JUNCTIONS]
;;Name           Elevation  MaxDepth   InitDepth  SurDepth   Aponded   
;;-------------- ---------- ---------- ---------- ---------- ----------
Outlet           868        0          0          0          0         

[OUTFALLS]
;;Name           Elevation  Type       Stage Data       Gated    Route To        
;;-------------- ---------- ---------- ---------------- -------- ----------------
TailWater        858        FIXED      859.5            NO                       

[STORAGE]
;;Name           Elev.    MaxDepth   InitDepth  Shape      Curve Name/Params            N/A      Fevap    Psi      Ksat     IMD     
;;-------------- -------- ---------- ----------- ---------- ---------------------------- -------- --------          -------- --------
Inlet            878      9          0          TABULAR    StorageCurve                 0        0       

[CONDUITS]
;;Name           From Node        To Node          Length     Roughness  InOffset   OutOffset  InitFlow   MaxFlow   
;;-------------- ---------------- ---------------- ---------- ---------- ---------- ---------- ---------- ----------
Culvert          Inlet            Outlet           200        0.014      0          0          0          0         
Channel          Outlet           TailWater        200        0.03       0          0          0          0         

[WEIRS]
;;Name           From Node        To Node          Type         CrestHt    Qcoeff     Gated    EndCon   EndCoeff   Surcharge  RoadWidth  RoadSurf  
;;-------------- ---------------- ---------------- ------------ ---------- ---------- -------- -------- ---------- ---------- ---------- ----------
Roadway          Inlet            Outlet           ROADWAY      9          3.33       NO       0        0          NO         40         GRAVEL    

[XSECTIONS]
;;Link           Shape        Geom1            Geom2      Geom3      Geom4      Barrels    Culvert   
;;-------------- ------------ ---------------- ---------- ---------- ---------- ---------- ----------
Culvert          CIRCULAR     3                0          0          0          2          4         
Channel          TRAPEZOIDAL  9                10         2          2          1                    
Roadway          RECT_OPEN    50               200        0          0         

[INFLOWS]
;;Node           Constituent      Time Series      Type     Mfactor  Sfactor  Baseline Pattern
;;-------------- ---------------- ---------------- -------- -------- -------- -------- --------
Inlet            FLOW             Inflow           FLOW     1.0      1.0              

[CURVES]
;;Name           Type       X-Value    Y-Value   
;;-------------- ---------- ---------- ----------
StorageCurve     Storage    0          0         
StorageCurve                2          9583      
StorageCurve                4          33977     
StorageCurve                6          72310     
StorageCurve                8          136778    

[TIMESERIES]
;;Name           Date       Time       Value     
;;-------------- ---------- ---------- ----------
Inflow                      0          0         
Inflow                      .125       9         
Inflow                      .25        10        
Inflow                      .375       11        
Inflow                      .5         13        
Inflow                      .625       17        
Inflow                      .75        28        
Inflow                      .875       40        
Inflow                      1          80        
Inflow                      1.125      136       
Inflow                      1.25       190       
Inflow                      1.375      220       
Inflow                      1.5        220       
Inflow                      1.625      201       
Inflow                      1.75       170       
Inflow                      1.875      140       
Inflow                      2          120       
Inflow                      2.125      98        
Inflow                      2.25       82        
Inflow                      2.375      70        
Inflow                      2.5        60        
Inflow                      2.625      53        
Inflow                      2.75       47        
Inflow                      2.875      41        

[REPORT]
;;Reporting Options
INPUT      NO
CONTROLS   NO
SUBCATCHMENTS ALL
NODES ALL
LINKS ALL

[TAGS]

[MAP]
DIMENSIONS -59.264 5535.422 7089.237 6044.959
Units      None

[COORDINATES]
;;Node           X-Coord            Y-Coord           
;;-------------- ------------------ ------------------
Outlet           4206.542           6357.994          
TailWater        6019.146           6168.726          
Inlet            1628.472           6476.537          

[VERTICES]
;;Link           X-Coord            Y-Coord           
;;-------------- ------------------ ------------------
Roadway          2311.068           7166.633          
Roadway          3762.491           7151.463          

[LABELS]
;;X-Coord          Y-Coord            Label           
1651.426           7755.664           "Circular Culvert with Roadway Overtopping and Upstream Storage" "" "Arial" 12 1 1

