Extran D (Junctions)
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*     The 'D1' data lines describes the junction data in Extran.

*============================================================================

*     D1 line  :

*     JUN      : Junction number (any valid integer), or

*                junction name (enclose in single quotes).

*     GRELEV   : Ground elevation, ft [m].

*     Z        : Invert elevation, ft [m].

*     QINST    : Net constant flow into junction, cfs [m3/s].

*                Positive indicates an inflow.

*                Negative indicates a withdrawal or loss.

*     YO       : Initial depth above junction invert elevation,

*                ft [m].  Input as elevation if JELEV = 2 or 3.

*

*     OPTIONAL ADDITIONAL INPUTS FOR JUNCTIONS

*

*     X and Y location of junctions.  These are not used by Extran but

*     can be passed to graphical pre- and post-processors.

*     If they are not supplied, comments contained on the D1 line must

*     start with an asterisk.

*     XLOC     :   Junction X location

*     YLOC     :   Junction Y location

*     These need not be entered even if IWHICH is entered

*

*     IWHICH identifies which of the base flow SETS entered on the BD lines

*     to use for this junction.  The monthly base flow factor is multiplied

*     by QINST to determine the base flow at this location.  IWHICH

*     need not be entered.  If IWHICH is not entered and QINST is

*     greater than zero, the first groundwater set is used by default.

*     If no factors are entered on the BD lines, the factor is always

*     equal to 1.

*     IWHICH should not be entered if no BD lines are present.

*

*     SURELEV identifies the maximum surcharge level to which water levels

*     can rise.  This is used to represent conditions such as bolted manhole

*     lids where the hydraulic grade line can rise above the GRELEV.  If 

*     SURELEV is not entered or is entered as zero then GRELEV is used.  

*     If SURELEV is entered, then HGL levels will be allowed to rise above 

*     GRELEV up to a maximum as specified by SURELEV.

*============================================================================

*    JUN   GRELEV   Z   QINST  Y    [XLOC YLOC IWHICH SURELEV]

D1 30001   810.0  802.0  0.0  0.0     7     5  * THIS IS JUNCTION 30001 on South Dorf Street

D1 30002   810.0  801.0  0.0  0.0     6     5  * Ground elevation is approximate.

D1 30003   810.0  800.5  0.0  0.0     5     5

D1 30004   810.0  802.5  0.0  0.0     6     4

D1 30005   810.0  801.5  0.0  0.0     5     4

D1 30007   806.0  803.0  0.0  0.0     5     3

D1 30006   806.0  800.0  0.0  0.0     4     5

* INPUT 20 CFS AT BEGINNING OF NATURAL CHANNELS (E.G., RECEIVING STREAM)

D1 30081   806.0 799.0  20.   1.5     3     5

D1 30082   806.0 798.0  0.0   1.5     2     5

* INITIAL CONDITION OF 2 FT DEPTH AT DOWNSTREAM END (CONSTANT HEAD)

D1 30083   806.0 796.0  0.0   2.0     1     5

* bridges

D1 50009   130   102.0  0.0   0.0    31     2

D1 50010   130.0 100.0  0.0   0.0  29 2

D1 50011   130.0  98.0  0.0   0.0  27 2

D1 50012   130.0  96.0  0.0   0.0  25 2

D1 50013   130.0  94.0  0.0   0.0 23 2

D1 50014   130.0  92.0  0.0   0.0 21 2

D1 50015   130.0  90.0  0.0   0.0 19 2

D1 50016   130.0  88.0  0.0   0.0 17 2

D1 50017   130.0  86.0  0.0   0.0 15 2

D1 50018   130.0  84.0  0.0   0.0 13 2

D1 50019   130.0  82.0  0.0   0.0 11 2

D1 50020   130.0  80.0  0.0   0.0 9 2

D1 50021   130.0  78.0  0.0   0.0 7 2

D1 50022   130.0  76.0  0.0   0.0 5 2

D1 50023   130.0  74.0  0.0   0.0 3 2

D1 50024   130.0  72.0  0.0   0.0 1 2

D1 50110   130.0 100.9  0.0   0.0 30 2

D1 50111   130.0  98.9  0.0   0.0 28 2

D1 50112   130.0  96.9  0.0   0.0 26 2

D1 50113   130.0  94.9  0.0   0.0 24 2

D1 50114   130.0  92.9  0.0   0.0 22 2

D1 50115   130.0  90.9  0.0   0.0 20 2

D1 50116   130.0  88.9  0.0   0.0 18 2

D1 50117   130.0  86.9  0.0   0.0 16 2

D1 50118   130.0  84.9  0.0   0.0 14 2

D1 50119   130.0  82.9  0.0   0.0 12 2

D1 50120   130.0  80.9  0.0   0.0 10 2

D1 50121   130.0  78.9  0.0   0.0 8 2

D1 50122   130.0  76.9  0.0   0.0 6 2

D1 50123   130.0  74.9  0.0   0.0 4 2

D1 50124   130.0  72.9  0.0   0.0 2 2

* pseudo bridges

D1 60009   130.0 102.0  0.0   0.0 31 1

D1 60010   130.0 100.0  0.0   0.0 29 1

D1 60011   130.0  98.0  0.0   0.0 27 1

D1 60012   130.0  96.0  0.0   0.0 25 1

D1 60013   130.0  94.0  0.0   0.0 23 1

D1 60014   130.0  92.0  0.0   0.0 21 1

D1 60015   130.0  90.0  0.0   0.0 19 1

D1 60016   130.0  88.0  0.0   0.0 17 1

D1 60017   130.0  86.0  0.0   0.0 15 1

D1 60018   130.0  84.0  0.0   0.0 13 1

D1 60019   130.0  82.0  0.0   0.0 11 1

D1 60020   130.0  80.0  0.0   0.0  9 1

D1 60021   130.0  78.0  0.0   0.0  7 1

D1 60022   130.0  76.0  0.0   0.0  5 1

D1 60023   130.0  74.0  0.0   0.0  3 1

D1 60024   130.0  72.0  0.0   0.0  1 1

D1 60110   130.0 100.9  0.0   0.0 30 1

D1 60111   130.0  98.9  0.0   0.0 28 1

D1 60112   130.0  96.9  0.0   0.0 26 1

D1 60113   130.0  94.9  0.0   0.0 24 1

D1 60114   130.0  92.9  0.0   0.0 22 1

D1 60115   130.0  90.9  0.0   0.0 20 1

D1 60116   130.0  88.9  0.0   0.0 18 1

D1 60117   130.0  86.9  0.0   0.0 16 1

D1 60118   130.0  84.9  0.0   0.0 14 1

D1 60119   130.0  82.9  0.0   0.0 12 1

D1 60120   130.0  80.9  0.0   0.0 10 1

D1 60121   130.0  78.9  0.0   0.0  8 1

D1 60122   130.0  76.9  0.0   0.0  6 1

D1 60123   130.0  74.9  0.0   0.0  4 1

D1 60124   130.0  72.9  0.0   0.0  2 1

*============================================================================

*   Optional D2 and D3 lines (new 10/99) to provide option for printing

*   tabular summary of number of times and total duration that specified

*   elevations are exceeded at junctions.  The maximum number of elevations

*   that can be entered is specified by MTHRESH parameter in TAPES.INC.

*

*   D2 line specifies the number of elevations entered for each junction.

*   D2 line provides options to name the various elevations (e.g., 

*   'culvert crown', 'road berm', 'road crown', 'top of bank', 'building').  

*   Names can be a maximum of 12 characters and must be enclosed in 

*   single quotes.

*

*     D2 line  :

*     NTHRESH     : Number of elevation thresholds entered for each junction.

*     THRESHID(1) : Name or ID for first elevation threshold.

*     THRESHID(2) : Name or ID for second elevation threshold.

*     THRESHID(N) : Name or ID for last (NTHRESH) elevation threshold.

*

*     NTHRESH   THRESHID1 THRESHID2    THRESHID3    THRESHID4  THRESHID5

D2      5       'Crown'   'Berm'     'Centerline' 'T. O. Bank' 'Building'

*

*   Note that D3 lines need only be entered for those junctions where this

*   output is desired.  Always input as elevation not depth.  Elevations

*   need not be in increasing order.  Enter a value of -99.9 if the 

*   threshold elevation is not needed for this junction.

*

*    D3 line  :

*     JUNTHR    :  Junction number (any valid integer), or

*                  junction name (enclose in single quotes).

*     THRESH(1) :  First elevation threshold to be included in 

*                  output table, ft [m].

*     THRESH(2) :  Second elevation threshold to be include in 

*                  output table, ft [m].

*     THRESH(3) :  Last elevation threshold, ft [m].

*

*    JUNTHR    THRESH(1) THRESH(2) THRESH(3) THRESH(4) THRESH(5)

D3     60121     80        84.0        86.0    85.0       90.0

D3     30081     -99.9     -99.9      -99.9   804.0      -99.9

*

*============================================================================