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Extran C (Conduits)
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Extran C (Conduits)
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* 'C' data lines describe the conduit links in Extran.
*============================================================================
* C1 line :
* NCOND : Conduit number (any valid integer), or
* conduit name (enclose in single quotes).
* NJUNC(1) : Junction number at upstream end of conduit, or
* junction name (enclose in single quotes).
* NJUNC(2) : Junction number at downstream end of conduit, or
* junction name (enclose in single quotes).
* QO : Initial flow, ft3/s [m3/s].
* NKLASS : Conduit Shape.
* = 1 Circular.
* = 2 Rectangular.
* = 3 Horseshoe.
* = 4 Egg.
* = 5 Basket handle.
* = 6 Trapezoidal channel.
* = 7 Parabolic/power function channel.
* = 8 Irregular (natural) channel.
* = 9 Horizontal Ellipse (longest axis is horizontal)
* = 10 Vertical Ellipse (longest axis is vertical
* = 11 Arch
* = 12 Bridge
* Note: Conduit shapes 9, 10, 11 must be entered
* as standard pipe sizes. See file named
* SHAPE.DOC for standard sizes. The size
* code is entered for the DEEP parameter.
* If METRIC=1, the standard U.S. sizes, in
* inches, will be converted to meters.
* Note: A negative NKLASS(N) creates a flap gate
* that will only let water move from the
* downstream junction (lower elevation conduit
* invert) to the upstream junction (higher
* elevation conduit invert). IF Q>0 THEN Q = 0.
* AFULL : Cross-sectional area of conduit, ft2 [m2],
* enter only for NKLASS 3, 4, and 5. (Geometric
* properties for NKLASS 3-5 may be found in Section
* 6 of the main SWMM User's Manual.)
* DEEP : Vertical depth of conduit, ft [m] (diameter for NKLASS 1).
*
* Not required for NKLASS 8. For NKLASS 8, if DEEP is
* zero then the section depth is computed as the maximum
* cross section elevation minus the minimum cross section
* elevation. If flows are not expected to equal the
* full-section depth, then entering DEEP less than the
* maximum section depth will cause only the bottom
* portion of the cross-section data to be used and may
* result in improved definition of the cross-section
* properties when section is subdivided into 25
* equal-depth segments.
*
* Optional for ellipse NKLASS 9 and 10 and arch
* NKLASS 11. Enter Size Code for standard sizes
* summarized in file SHAPE.DOC.TXT.
*
*If DEEP and WIDE are entered as negative numbers for horizontal
*and vertical elliptical pipes, then the full-flow area (Afull) and
*full-flow hydraulic radius (Rfull) will be approximated as a
*function of the minor axis length (AMINOR) as follows :
*
* Afull = 1.2692 * AMINOR * AMINOR
* Rfull = 0.3061 * AMINOR
*
*If DEEP and WIDE are entered as negative numbers for arch pipes,
*the full flow area (Afull) and full flow hydraulic radius
*(Rfull) will be approximated as the following:
*
* Afull = 0.7879 * DEEP * WIDE
* Rfull = 0.2991 * DEEP
*
* WIDE : Maximum width of conduit, ft [m].
* Bottom width for trapezoid, ft [m].
* Top width for parabolic/power function, ft [m].
* Not required (see above) for NKLASS 1,8,9,10, or 11.
* LEN : Length of conduit, ft [m].
* For irregular channels NKLASS 8, by default LEN on the
* C1 line must equal LEN entered on the C3 or X1 line.
* See IWLEN on the BA line options to modify the input of
* length for irregular channels.
*
* Note: A negative LEN(N) creates a flap gate
* that will only let water move from the
* upstream junction (higher elevation conduit invert)
* to the downstream junction (lower elevation conduit
* invert). IF Q < 0 THEN Q = 0
* ZP(1) : Distance of conduit invert above junction invert
* at NJUNC(1), ft [m].
* ZP(2) : Distance of conduit invert above junction invert
* at NJUNC(2), ft [m].
* Note: If JELEV on line BB is nonzero then ZP(1) and ZP(2)
* are actual elevations referenced to an absolute
* datum.
* ROUGH : Manning's N coefficient (should include entrance, exit,
* expansion, and contraction losses if NEQUAL on line B2
* equals 0 or 1). Not required for NKLASS 8. Uses XNCH in
* data group C2.
* STHETA : Slope of one side of trapezoid. Required only for
* NKLASS = 6, (horizontal/vertical; 0 = vertical walls).
*
* For NKLASS 7, the channel exponent(2.0, 3.0, etc.).
*
* For NKLASS 8, the cross-section identification number
* (SECNO, group C3) of the cross section used for
* this Extran channel. Unlike HEC-2, Extran uses only
* a single cross section to represent a natural
* channel reach for NKLASS 8 channels. A negative
* STHETA(N) will eliminate the printing of the dimension-
* less curves associated with each natural channel or
* power-function channel.
*
* For NKLASS 12, the bridge section identification number
* (BRDGNO, group C5) of the bridge data input to use for
* this Extran conduit. Note: AFULL, DEEP, WIDE, AND ROUGH
* are computed from bridge input data.
*
* Alphanumeric inputs cannot be used for STHETA !!
*
* For closed conduits (other than NKLASS 6, 7, 8, and 12),
* STHETA can be used to limit the maximum negative flow
* in a conduit. Enter maximum negative flow as a negative
* number. Note that this is in the direction adopted by
* Extran (i.e., negative flow is from end of conduit
* with lower invert to end of conduit with higher invert).
* Entering a positive flow may produce unexpected results.
*
* SPHI : Slope of other side of trapezoid. Required only for
* NKLASS = 6, (horizontal/vertical; 0 = vertical walls).
*
* The average channel slope for NKLASS 8 or 12.
* This slope is used only for developing a rating
* curve for the channel. Routing calculations use invert
* elevation differences divided by length. If a slope
* approximately equal to the true slope, or HGL slope
* is used, than the capacities listed for the section will
* approximate the actual capacity.
*
* SPHI can also be used to limit the maximum positive
* flow in a conduit. For NKLASS other than 6, 8, 7, or 12
* enter a non-zero SPHI to use this option.
* The maximum flow in the conduit is then limited to
* this value: IF Q > SPHI THEN Q = SPHI
* Note that positive flow in Extran is defined as flow
* from end of the conduit with the higher invert elevation
* to the end of the conduit with the lower invert elevation.
* Entering a negative number may produce unexpected results.
*
*
* The following parameters are read for closed conduits (NKLASS 1, 2,
* 3, 4, 5, 9, 10, and 11 when NEQUAL on card group B2 is set equal
* to 2, 3, 4, or 5. The loss coefficients are then incorporated into
* the Manning's roughness value used for the conduit.
* ENTK : Entrance loss coefficient.
* EXITK : Exit loss coefficient.
* OTHERK : Additional loss coefficient for losses other than entrance
* and exit losses, e.g., expansions, contractions, bends
* and valves.
*
* The following parameter is read if IPIPESED on line BB is set equal
* to 1. While it is read for all conduit shapes, this option works
* for only circular conduits in this version of the program.
* SEDEPTH : Depth of sediment in the conduit in feet. Full depth,
* area, hydraulic radius, and flow capacity will be
* adjusted accordingly. Conduit invert (ZP values)
* are adjusted for depth of sediment. Conduit shape
* characteristics used to compute flow at partial depths
* (e.g., curves relating area, hydraulic radius, and
* wetted perimeter to depth) are adjusted accordingly.
* JELEV does not affect this input.
*
*============================================================================
* NCOND NJ1 NJ2 QO NKLASS AFULL DEEP WIDE LEN ZP1 ZP2 ROUGH STHETA SPHI
C1 10001 30001 30002 0. 1 0.0 3.0 0.0 510. 0.0 0.0 0.015 0.0 0.0
C1 10002 30002 30003 0. 2 0.0 3.0 3.5 520. 0.0 0.0 0.015 0.0 0.0
* GEOMETRIC PROPERTIES OF HORSESHOE, EGG AND BASKET-HANDLE ARE IN
* SECTION 6 OF MAIN SWMM MANUAL.
C1 10003 30003 30006 0. 3 13.26 4.0 4.0 530. 0.0 0.0 0.015 0.0 0.0
C1 10004 30004 30005 0. 4 8.17 4.0 2.67 540. 0.0 0.0 0.015 0.0 0.0
C1 10005 30005 30006 0. 5 12.58 4.0 3.78 550. 0.0 1.0 0.015 0.0 0.0
C1 10007 30007 30006 0. 7 0.0 3.0 4.0 570. 0.0 2.0 0.018 0.0 0.0
C1 10006 30006 30081 0. 6 0.0 5.0 8.0 560. 0.0 0.0 0.020 0.25 0.25
* Conduit 10081 uses data from section 91
C1 10081 30081 30082 0. 8 0.0 5.0 0.0 1000. 0.0 0.0 0.0 91 0.001
* Conduit 10082 uses data from section 92
* A negative STHETA stops the printout of the
* normalized curves for a natural channel.
C1 10082 30082 30083 0. 8 0.0 5.0 0.0 1000. 0.0 0.0 0.0 92 0.002
* TEST OF BRIDGES
*first is 3 box culverts
C1 50009 50009 50110 0. 12 0.0 12.0 0.0 400.0 0.0 0.0 0.000 50009 0.002
C1 50110 50110 50010 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50010 50010 50111 0. 12 0.0 17.4 0.0 400.0 0.0 0.0 0.000 50010 0.002
C1 50111 50111 50011 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50011 50011 50112 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50011 0.002
C1 50112 50112 50012 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50012 50012 50113 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50012 0.002
C1 50113 50113 50013 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50013 50013 50114 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50013 0.002
C1 50114 50114 50014 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50014 50014 50115 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50014 0.002
C1 50115 50115 50015 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50015 50015 50116 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50015 0.002
C1 50116 50116 50016 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50016 50016 50117 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50016 0.002
C1 50117 50117 50017 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50017 50017 50118 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50017 0.002
C1 50118 50118 50018 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50018 50018 50119 0. 12 0.0 7.0 0.0 400.0 0.0 0.0 0.000 50018 0.002
C1 50119 50119 50019 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50019 50019 50120 0. 12 0.0 7.0 0.0 400.0 0.0 0.0 0.000 50019 0.002
C1 50120 50120 50020 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50020 50020 50121 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50020 0.002
C1 50121 50121 50021 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50021 50021 50122 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50021 0.002
C1 50122 50122 50022 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50022 50022 50123 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50022 0.002
C1 50123 50123 50023 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 50023 50023 50124 0. 12 0.0 5.5 0.0 400.0 0.0 0.0 0.000 50023 0.002
C1 50124 50124 50024 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
* the following are pseudo bridges to see if results are similar
C1 61009 60009 60110 0. 2 0.0 5.0 10.0 400.0 7.0 7.0 0.030 0.0 0.000
C1 62009 60009 60110 0. 2 0.0 12.0 12.0 400.0 0.0 0.0 0.030 0.0 0.000
C1 63009 60009 60110 0. 2 0.0 10.0 10.0 400.0 2.0 2.0 0.030 0.0 0.000
C1 60110 60110 60010 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60010 60010 60111 0. 2 0.0 17.4 56.05 400.0 0.0 0.0 0.030 0.0 0.000
C1 60111 60111 60011 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60011 60011 60112 0. 2 0.0 5.5 97.3 400.0 0.0 0.0 0.025 0.0 0.000
C1 60112 60112 60012 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60012 60012 60113 0. 2 0.0 5.5 100.3 400.0 0.0 0.0 0.025 0.0 0.000
C1 60113 60113 60013 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60013 60013 60114 0. 2 0.0 5.5 97.3 400.0 0.0 0.0 0.025 0.0 0.000
C1 60114 60114 60014 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60014 60014 60115 0. 2 0.0 5.5 97.3 400.0 0.0 0.0 0.030 0.0 0.000
C1 60115 60115 60015 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60015 60015 60116 0. 2 0.0 5.5 100.3 400.0 0.0 0.0 0.030 0.0 0.000
C1 60116 60116 60016 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60016 60016 60117 0. 2 0.0 5.5 97.3 400.0 0.0 0.0 0.030 0.0 0.000
C1 60117 60117 60017 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60017 60017 60118 0. 2 0.0 5.5 100.3 400.0 0.0 0.0 0.030 0.0 0.000
C1 60118 60118 60018 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60018 60018 60119 0. 2 0.0 7.0 109.9 400.0 0.0 0.0 0.030 0.0 0.000
C1 60119 60119 60019 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60019 60019 60120 0. 2 0.0 7.0 107.7 400.0 0.0 0.0 0.030 0.0 0.000
C1 60120 60120 60020 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60020 60020 60121 0. 2 0.0 5.5 120.1 400.0 0.0 0.0 0.030 0.0 0.000
C1 60121 60121 60021 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60021 60021 60122 0. 2 0.0 5.5 125.4 400.0 0.0 0.0 0.030 0.0 0.000
C1 60122 60122 60022 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60022 60022 60123 0. 2 0.0 5.5 74.36 400.0 0.0 0.0 0.030 0.0 0.000
C1 60123 60123 60023 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
C1 60023 60023 60124 0. 2 0.0 5.5 106.0 400.0 0.0 0.0 0.030 0.0 0.000
C1 60124 60124 60024 0. 6 0.0 20.0 100.0 400.0 0.0 0.0 0.013 1.0 1.0
*============================================================================
* OPTIONAL CS DATA LINE to read or save irregular cross-section data
* on file associated with NSCRAT(4).
=======================================================================
* CS line :
* IREAD : Alphanumeric indicator variable (enclose in single quotes).
* = 'SAVE', save C2, C3 and C4 data to NSCRAT(4).
* = 'READ', read C2, C3 and C4 data from NSCRAT(4) and
* do not read any irregular crosssection data from
* C2, C3 and C4 lines in this input file.
*=======================================================================
*CS 'SAVE'
*=======================================================================
* The C2 (NC), C3 (X1), and C4 (GR) data lines are for any NKLASS 8
* conduit. They follow as a group after all C1 lines have been entered.
* The sequence for channels must be in the same order that they appear
* on the C1 lines. The same cross-sectional information on
* lines C2-C4 can be used by more than one channel. I.e., different
* channels can have the same STHETA values.
*
* Data groups C2, C3 and C4 correspond to HEC-2 lines NC,
* X1 and GR. HEC-2 input may be used directly if desired. Lines
* may be identified either by Extran identifiers (C2, C3, C4) or
* HEC-2 identifiers (NC, X1, GR).
*============================================================================
* The C2 line is used to input natural channel roughness.
* This is an optional data line that permanently modifies the Manning's
* roughness coefficients (N) for the remaining natural channels. This
* data group may be repeated for later channels. It must be included for
* the first natural channel modeled.
*============================================================================
* C2 or NC line :
* XNL : n for the left overbank.
* = 0.0 No change.
* > 0.0 New Manning's N.
* XNR : n for the right overbank.
* = 0.0 No change.
* > 0.0 New Manning's N.
* XNCH : n for the channel.
* = 0.0 No change.
* > 0.0 New Manning's N.
* Note: XNCH is used to develop the normalized
* flow routing curves. Tabulated values
* of hydraulic radius account for variability
* of n when a constant N (XNCH) is used
* during the flow routing process.
*============================================================================
* XNL XNR XNCH
C2 0.08 0.08 0.03
*============================================================================
* C3 or X1 line : Cross Section Data. Required for each NKLASS 8
* conduit in earlier C1 data lines.
* THESE MUST BE ENTERED IN SAME ORDER AS THEY APPEAR ON C1 LINES!!!
* SECNO : Cross section identification number (corresponding to
* STHETA value on C1 lines).
* NUMST : Total number of stations on the following
* C4 (GR) data lines. NUMST must be < 99.
* STCHL : The station of the left bank of the channel,
* ft [m]. Must be equal to one of the STA numbers
* on the C4 (GR) data lines.
* STCHR : The station of the right bank of the channel,
* ft [m]. Must be equal to one of the STA
* on the C4 (GR) data lines.
* XLOBL : Not required for Extran (enter 0.0).
* XLOBR : Not required for Extran (enter 0.0).
* LEN : Length of channel reach represented
* by this cross section, ft [m].
* PXSECR : Factor to modify the horizontal dimensions
* for a cross section. The distances between
* adjacent C4 (GR) stations (STA) are multiplied by
* this factor to expand or narrow a cross section,
* including STCHL and STCHR on this line.
* The STA of the first C4 (GR) point remains the same.
* The factor can apply to a repeated cross section
* or a current one. A factor of 1.1 will increase
* the horizontal distance between the C4 (GR) stations
* by 10 percent. Enter 0.0 for no modification.
* PSXECE : Constant to be added (+ or -) to C4 (GR)
* elevation data on next C4 (GR) line. Enter
* 0.0 to use C4 (GR) values as entered.
*============================================================================
* SECNO NUMST STCHL STCHR XLOBL XLOBR LEN PXCECR PSXECE
C3 91 6 50.0 110.0 0.0 0.0 1000. 0.0 799.0
*============================================================================
* C4 or GR line : Cross Section Profile. Required for each NKLASS 8 conduit.
* EL(1) : Elevation of cross section at STA(1). May be
* positive or negative, ft [m]. In SWMM Extran the
* elevation-station pairs define the shape of the irregular
* cross section. The elevations are adjusted such that the
* minimum cross-section elevation equals the elevation of
* the channel invert specified by the Zp on the C1 lines
* and the elevation of the upstream and downstream junctions.
* STA(1) : Station of cross section 1, ft [m].
* EL(2) : Elevation of cross section at STA(2), ft [m].
* STA(2) : Station of cross section 2, ft [m].
*
* Enter NUMST elevations and stations to describe the cross section.
* Enter 5 pairs of elevations and stations per data line. (Include group
* identifier, C4 or GR, on each line.) Stations must be in increasing
* order progressing from left to right across the section. Cross-section
* data are traditionally oriented looking downstream (HEC, 1982).
*============================================================================
* EL1 STA1 EL2 STA2 EL3 STA3 EL4 STA4 EL5 STA5
C4 5.0 0.0 4.0 50.0 1.0 55.0 0.0 100.0 3.0 110.0
* EL6 STA6
C4 5.0 150.0
* OTHER NATURAL CHANNEL
X1 92 6 55.0 115.0 0.0 0.0 1000. 0.0 798.0
GR 5.0 0.0 4.5 55.0 0.0 60.0 2.0 95.0 4.0 115.0
GR 6.0 160.0
*============================================================================
* The following data lines describe the bridge opening.
*============================================================================
* A set of C5, C6, C7 and C8 cards must be provided for each bridge
* NKLASS 12 that appears in the C1 lines. The bridges must be defined
* in the same order that they appear in the C1 lines.
* Repeat sequence of C5 - C8 lines for each bridge.
*=======================================================================
*
* C5 line (same as HEC-2 BC line):
* BRDGNO : Bridge identifier number. Must correspond to
* a value from C1 line. Cannot use alphanumeric ID!
* NUMHN : Number of Manning's N station pairs on C6 lines.
* NUMST : Number of elevation-station pairs on C7 lines.
* NMPIER : Number of piers on C8 lines.
*=======================================================================
* BRDGNO NUMHN NUMST NMPIER
C5 50009 3 8 2
*=======================================================================
* Bridge Channel Roughness Data
* C6 line (same as HEC-2 HN line):
* VMAN(1) : Manning's N from left of bridge to station STMAN(1)
* STMAN(1) : Station of first change in n or location of first
* smooth pier, ft [m].
* VMAN(2) : Manning's N from STMAN(1) to STMAN(2)
* STMAN(2) : Station of second change in n or location of second
* smooth pier, ft [m].
* Etc.
* Repeat NUMHN times. Data can wrap to subsequent lines but do not
* start wrapped lines with C6 line identifier.
*=======================================================================
* VMAN STMAN VMAN STMAN VMAN STMAN
C6 0.03 10.0 0.03 22.0 0.03 32.0
*=======================================================================
* Bridge Elevation-Station Data
* C7 line (same as HEC-2 GR line) :
* ELSTA(1,1) : Elevation of first cross-section point, ft [m].
* ELSTA(2,1) : Station of first cross-section point, ft [m].
* ELSTA(1,2) : Elevation of second cross-section point, ft [m].
* ELSTA(2,2) : Station of second cross-section point, ft [m].
* Etc.
* Repeat for NUMST elevation station pairs. Do not include C7
* line identifier on wrapped-around lines.
*=======================================================================
C7 114.0 0.0 109.0 0.0 109.0 10.0 102.0 10.0 102.0 22.0 104.0 22.0
104.0 32.0 114 32
*=======================================================================
* Bridge Pier and Low Chord Data
* C8 line (same as HEC-2 PR line) :
* PIERW(1) : Pier width of first pier, ft [m]. Pier width may
* equal zero in which case no losses are included.
* PCLSTA(1) : Centerline station of first pier, ft [m].
* CHORDL(1) : Low chord elevation at first pier, ft [m].
* PIERW(2) : Pier width of second pier, ft [m].
* PCLSTA(2) : Centerline station of second pier, ft [m].
* CHORDL(2) : Low chord elevation at second pier, ft [m].
* Etc.
* Repeat three parameters for NMPIER groups. Data can wrap to next
* lines, but do not include C8 line identifier on wrapped-around lines.
* NOTE: At least one C8 line is required even if NMPIER is zero since
* this is only place where low chord elevation is input.
*=======================================================================
* PIERW1 PCLSTA1 CHORDL1 PIERW2 PCLSTA2 CHORDL2
C8 0.0 10.0 114.0 0.0 22.0 114.0
*=======================================================================
*TEST.IN
C5 50010 2 18 6
C6 0.030 628.5 0.030 732.5
C7 5.8 628.5 5.2 628.6 2 643.6 2 644.6 0.2 651 -3.6 657.5 -3.6 658.5 -11.1
672.5 -11.1 673.5 -10.9 687.6 -10.9 688.6 -11.6 702.7 -11.6 703.7 0.2
717.6 0.2 718.6 0.6 719.6 5.3 732.5 5.8 732.5
C8 1 644.1 5.8 1 658 5.8 1 673 5.8 1 688.1 5.8 1 703.2 5.8 1 718.1 5.8
*TEST1.IN
C5 50011 2 10 5
C6 0.025 250 0.030 310
C7 6 100 5 120 4.5 140 2 145 1.5 190 3 210 1.5 230 1.0 250 2 280 5 310
C8 5 142.5 4.5 1 170 5 1 230 5 1 250 6.5 1 290 6
*TEST1B.IN
C5 50012 2 10 5
C6 0.025 250 0.030 310
C7 6 100 5 120 4.5 140 2 145 1.5 190 3 210 1.5 230 1.0 250 2 280 5 310
C8 5 142.5 4.5 1 170 5 1 210 5 1 250 6.5 1 290 6
*TEST1C.IN
C5 50013 2 10 5
C6 0.025 210 0.030 310
C7 6 100 5 120 4.5 140 2 145 1.5 190 3 210 1.5 230 1.0 250 2 280 5 310
C8 5 142.5 4.5 1 170 5 1 230 5 1 250 6.5 1 290 6
*TEST2.IN
C5 50014 2 11 5
C6 0.030 210 0.025 310
C7 6 100 5 120 4.5 140 3.25 142.5 2 145 1.5 190 3 210 1.5 230 1.0 250 2 280 5 310
C8 5 142.5 4.5 1 170 5 1 230 5 1 250 6.5 1 290 6
*TEST2B.IN
C5 50015 2 11 5
C6 0.030 210 0.025 310
C7 6 100 5 120 4.5 140 3.25 142.5 2 145 1.5 190 3 210 1.5 230 1.0 250 2 280 5 310
C8 5 142.5 4.5 1 170 5 1 210 5 1 250 6.5 1 290 6
*TEST3.IN
C5 50016 2 11 5
C6 0.030 100 0.025 210
C7 5 0 2 30 1.0 60 1.5 80 3 100 1.5 120 2 165 3.25 167.5 4.5 170 5 190 6 210
C8 1 20 6 1 60 6.5 1 80 5 1 140 5 5 167.5 4.5
*TEST3B.IN
C5 50017 2 11 5
C6 0.030 100 0.025 210
C7 5 0 2 30 1.0 60 1.5 80 3 100 1.5 120 2 165 3.25 167.5 4.5 170 5 190 6 210
C8 1 20 6 1 60 6.5 1 100 5 1 140 5 5 167.5 4.5
*TEST4A.IN
C5 50018 1 6 1
C6 0.030 390
C7 6 200 3 240 1 290 1.5 330 4 350 6 390
C8 1 310 8
*TEST4B.IN
C5 50019 3 6 1
C6 0.030 230 0.020 340 0.025 390
C7 6 200 3 240 1 290 1.5 330 4 350 6 390
C8 1 310 8
*TEST5A.IN
C5 50020 1 9 1
C6 0.030 430
C7 8 50 7 100 6 200 3 240 1 290 1.5 330 4 350 6 390 7.5 430
C8 1 290 6.5
*TEST5B.IN
C5 50021 3 9 1
C6 0.030 230 0.020 340 0.025 430
C7 8 50 7 100 6 200 3 240 1 290 1.5 330 3 350 6 390 7.5 430
C8 1 290 6.5
*TEST6A.IN
C5 50022 1 7 0
C6 0.030 420
C7 6 200 3 240 1 290 1.5 330 4 350 6 390 7 420
C8 1 315 6.5
*TEST6B.IN
C5 50023 3 7 0
C6 0.030 260 0.020 360 0.025 420
C7 6 200 3 240 1 290 1.5 330 4 350 6 390 7 420
C8 1 315 6.5
*============================================================================