tutorial_drainage.inp

[TITLE]
'Wake county culvert'

[OPTIONS]
FLOW_UNITS           CMS
INFILTRATION         HORTON
FLOW_ROUTING         DYNWAVE
START_DATE           01/01/0001
START_TIME           00:00:00
REPORT_START_DATE    01/01/0001
REPORT_START_TIME    00:00:00
END_DATE             01/01/0001
END_TIME             2:00:00
SWEEP_START          01/01
SWEEP_END            12/31
DRY_DAYS             0
REPORT_STEP          00:05:00
WET_STEP             00:00:05
DRY_STEP             01:00:00
ROUTING_STEP         2
ALLOW_PONDING        YES
INERTIAL_DAMPING     NONE
VARIABLE_STEP        .5
LENGTHENING_STEP     0
MIN_SURFAREA         25
NORMAL_FLOW_LIMITED  FROUDE
SKIP_STEADY_STATE    NO
FORCE_MAIN_EQUATION  D-W
LINK_OFFSETS         DEPTH
MIN_SLOPE            0

[JUNCTIONS]
;;        Invert   Max.   Init.  Surcharge  Ponded
;;Name    Elev.    Depth  Depth  Depth      Area
;;------- -------- ------ ------ ---------- ------
J0        112      0.0    0      0          0
J1        111.4    0.0    0      0          0

[OUTFALLS]
;;         Invert    Outfall  Stage/Table    Tide
;;Name     Elev.     Type     Time Series    Gate
;;-------- --------- -------- -------------- ----
O2         1000      FREE                    NO

[COORDINATES]
;;Node       X-Coord  Y-Coord
;;---------- -------  -------
J0           638752   220262
J1           638769   220233

[CONDUITS]
;;       Inlet  Outlet         Manning Inlet  Outlet
;;Name   Node   Node    Length N       Offset Offset
;;------ ------ ------- ------ ------- ------ ------
C0       J0     J1      34     0.017   0      0
C1       J1     O2      100    0.017   0      0

[XSECTIONS]
;;Link    Shape      Geom1 Geom2 Geom3 Geom4 Barrels
;;------- ---------- ----- ----- ----- ----- -------
C0        CIRCULAR   1.5   0     0     0     2
C1        CIRCULAR   0.1   0     0     0     1