XPSWMM/XPStorm Conversion Notes (InfoWorks)

XPSWMM/XPStorm network data can be imported from XPX files to InfoWorks networks.

This topic contains conversion details regarding the import of the files to ICM InfoWorks network objects and database items.

Database Items

The following database items can be imported from XPX files to model networks in ICM:

Run
Inflow event
Level event
Rainfall event

The applicable conversion information is described in the following sections

InfoWorks Run

The following fields in an ICM InfoWorks Run database item can be imported from the following fields in an XPX file:

XPX Field	ICM Parameter	Notes
	Network
Hydraulics DZERO MOZERO YZERO Runoff R_NDAY R_MONTH R_IYRSTR	Start	Start Time and Start Date combined.
Hydraulics HZERO MZERO SZERO Runoff R_NHR R_NMN R_NSC	Start	Start Time and Start Date combined.
Hydraulics DSL MOSL YSL Runoff R_STPDAY R_STPMON R_IYRSTP	Finish	End Time and End Date combined.
Hydraulics HSL MSL SSL Runoff R_STPHR R_STPMN R_STPSC	Finish	End Time and End Date combined.
DELT /3600	Routing step
	Results timestep multiplier	Set to the default value of 5.
	Rainfall event/Flow survey
	Inflow
	Level

InfoWorks Level

The following fields in an ICM InfoWorks Level database item can be imported from the following fields in an XPX file:

XPX Field	ICM Parameter	Notes
GLDBITEM "Rainfall"	Profile title/description	Format is RN#<rainfall number>
If R_KTYPE = 0 R_THISTO R_KTIMEC R_HOFF R_REIN	Timestep	Timestep is calculated from the XPX fields depending on the value R_KTYPE
If R_KTYPE == 1 R_DRAIN R_KTIMEV	Timestep
If R_KTYPE = 0 R_KPREPC R_RMULT R_HOFF R_REIN	Event time values	Event time values are calculated from the XPX fields depending on the value of R_KTYPE
If R_KTYPE == 1 R_TRAIN R_RAIN R_DRAIN R_KTIMEV R_RMULTV	Event time values

InfoWorks Rainfall

The following fields in an ICM InfoWorks Rainfall database item can be imported from the following fields in an XPX file:

XPX Field	ICM Parameter	Notes
<NODE Name>	Object Reference/Descriptive Title	From Nodes
F_QCARD	Inflow time series
F_TEO	Inflow time series

Network Objects

Network data can be imported from XPX files to various InfoWorks network objects in ICM. The applicable conversion information is contained in the relevant sections in this topic.

Object Category	Object Parameters	Conversion Notes
Nodes	Node	See Nodes below
	Head discharge table	See Head discharge table (Inlet nodes) below
	Inlet flow efficiency table	See Inlet flow efficiency table (Inlet nodes) below
Links	Conduit	See Conduits below
	Shape	See Shape below
	Orifice	See Orifice below
	Sluice	See Sluice below
	User-defined control	See User-defined control below
	Weir	See Weir below
	Pump	See Pump below
	Head discharge table	See Head discharge table (links) below
	Channel	See Channel below
	Channel shape	See Channel shape below
	Flap valve	See Flap valve below
Subcatchments	Subcatchment	See Subcatchment below
	Land use	See Land use below
	Runoff surface	See Runoff surface below
	RTK hydrograph	See RTK hydrograph below
	Build-up/wash off land use	See Build-up/wash off land use below
Points	Network Results Point (2D)	See Network Results Point (2D) below
Polygons	Polygons	See Polygon below
	Mesh zones	See Mesh zones below
	2D Zones	See 2D zones below
	Mesh level zones	See Mesh level zones below
	Roughness zones	See Roughness zones below
	IC zone - Hydraulic (2D)	See IC zone - Hydraulic (2D) below
Lines	2D Boundary	See 2D Boundary below
	General line	See General line below
	Cross section line	See Cross section line below

Nodes

Any XPSWMM/XPStorm node that is active in the Hydraulic layer (LOCMODE=1) and/or Runoff layer Runoff layer (LOCMODR=1) will be imported to an InfoWorks network. Any node that is inactive in both Hydraulic (LOCMODE=0) and Runoff (LOCMODR=0) layers will not be imported. Nodes that are only active in the Sanitary layer (LOCMODT=1), or inactive in the Sanitary layer (LOCMODT=0), are not imported.

The following fields in an XPX file are imported as a Node object in an ICM InfoWorks network:

XPX Field

XPX Description

ICM Data Field

Notes

node_name

Node name

Node ID

Imported with the XPX node name.

However, for Node type set to Outfall, which was created for XPX GATE =1, the name of the node will be the same as GATE=1 but with a ! appended to the end of it.

And for or Node type set to Manhole, which was created for XPX CNTLW =1, the name of the node will be the same as the DS node ID for the weir it was created for but with a ! appended to the end of it.

See the description of Node type below for further information.

NODST

Storage Node Data Flag

Node type

Set to Manhole if NODST = 0

Set to Storage if NODST = 1

FLGOUTF

Outfall Flag

Set to Manhole if FLGOUTF = 0

Set to Outfall if FLGOUTF = 1

GATE

Tide Gate Flag

Set to Manhole if GATE = 1

Set to Outfall if GATE = 0

If GATE = 1, the data is imported as an ICM Manhole type of node and ICM also creates a new node of type Outfall which has the same properties as the imported GATE = 1 node except for the Node ID (see above) and the Y coordinate (see below). A Flap Valve type of link is created to connect the imported XPX GATE =1 Manhole node and the newly created Outfall node.

See the Flap Valve section for further information.

CNTLW

Reverse Flow Eliminated using Flap Gates

For data imported as Weirs in ICM.

If CNTLW = 1, ICM creates a node of type Manhole that has the same properties as the DS node ID of the weir it was created for except for the Node ID (see above) and the Y coordinate (see below). A Flap Valve type of link is also created to connect the node of the imported CNTLW = 1 weir and the newly created node.

See the Weir section and Flap Valve section for further information.

For Node type set to Outfall that was created for XPX GATE =1, the Y coordinate of the newly created node is increased by 1 more than the Y coordinate of GATE =1. See the description of Node type above.

For Node type set to Manhole that was created for XPX CNTLW =1, the Y coordinate of the newly created node is increased by 1 more than the Y coordinate of CNTLW =1. See the description of Node type above.

Invert Elevation

Chamber floor level

ZP1

Upstream Invert Elevation

Chamber floor level

If a node is part of an XPX dual drainage system (where exactly one conduit and one channel link are connected to the node), the ICM Chamber floor level node property will be set to the invert elevation value of the relevant XPX upstream or downstream conduit.

ZP2

Downstream Invert Elevation

GRELEV

Ground Elevation (Spill Crest)

Ground level

Flood level

ZP1

Upstream Invert Elevation

Ground level

If a node is part of an XPX dual drainage system (where exactly one conduit and one channel link are connected to the node), the Ground level, Flood level and Chamber roof level node properties in ICM will be set to the invert elevation value of the relevant XPX upstream or downstream channel.

ZP2

Downstream Invert Elevation

ZP1

Upstream Invert Elevation

Flood level

ZP2

Downstream Invert Elevation

ZP1

Upstream Invert Elevation

Chamber roof level

ZP2

Downstream Invert Elevation

CNTLJD

Junction Default Flag

Chamber plan area

If CNTLJD = 1 and AMEN > 0, the Chamber plan area is set to the value imported for AMEN.

If AMEN CNTLJD = 0, the Chamber plan area is set to the XPSWMM default value of 1.1674196 m²

AMEN

Default Junction Surface Area

CNTLJD

Junction Default Flag

Shaft plan area

If CNTLJD = 1 and AMEN > 0, the Shaft plan area is set to the value imported for AMEN.

If AMEN CNTLJD = 0, the Shaft plan area is set to the XPSWMM default value of 1.1674196 m²

AMEN

Default Junction Surface Area

EPA_ALLOW_PONDING

Flood type

Set to Stored if EPA_ALLOW_PONDING = 1

Set to Lost if EPA_ALLOW_PONDING = 0

Inlet capacity

Flood type

If XPX Inlet capacity is checked, Flood type is set to Inlet in ICM.

If XPX Inlet capacity is unchecked, ICM Flood type is set according to the XPX Ponding type:

XPX Ponding	ICM Flood type
None	Lost
Allowed	Stored
Sealed	Sealed
Link spill crest to 2D	2D
Link invert to 2D	2D

Inlet Capacity Type

Inlet import type

If XPX Inlet capacity is checked (see above), the ICM Inlet import type is set according to the XPX Inlet Capacity Type:

XPX Inlet Capacity Type	ICM Inlet import type
Maximum Capacity Only	HeadD (Head discharge)
Rated By Approach Flow	FlowEff (Flow efficiency)
Rated By Approach Depth	HeadD (Head discharge)

Head discharge table

A Head discharge table is added for an XPX node whose XPX Inlet Capacity type is set to:

Maximum Capacity Only
Rated By Approach Depth

See the Head discharge table (Inlet nodes) section below for details

Inlet flow efficiency table

A Flow efficiency table is added for an XPX node whose XPX Inlet Capacity type is set to Rated By Approach Flow.

See the Flow efficiency table (Inlet nodes) section below for details

CNTLS

Storage Method Stepwise - Depth

Storage array

Applicable for Node type set to Storage.

The values for the Level and Area fields in ICM are imported as follows:

CNTLS = 1 or Constant:

Level	Area
0.0	Set to the imported constant (ASTORE) value
1.0 (Max Depth*)	Set to the imported constant (ASTORE) value

*Unless the imported Ground Elevation(GRELEV) – Invert Level(Z) < 1.0 then the Max Depth will be imported as equal to the difference between Ground Elevation and Invert Level.

CNTLS = 2 (Power Function):

16 Level values will be assigned in the storage array that are linearly interpolated between the imported Invert Elevation(Z) value and the imported Ground Elevation(GRELEV) value.

16 Area values will also be assigned to the storage area which are calculated using a CONST x Depth^EXPO, where Depth is the Level – Invert Elevation (Z).

An example is shown below where the value for the imported Invert Elevation(Z) is 2 and the imported Ground Elevation(GRELEV) value is 10. The corresponding linear interpolated values for each step are shown in the Level column and the calculated area in the Area column.

Steps	Level	Area
1	2.00	0.00
2	2.53	0.30
3	3.07	2.43
4	3.60	8.19
5	4.13	19.42
6	4.67	37.93
7	5.20	65.54
8	5.73	104.07
9	6.27	155.34
10	6.80	221.18
11	7.33	303.41
12	7.87	403.84
13	8.40	524.29
14	8.93	666.59
15	9.47	832.55
16	10.00	1024.00

However, if the imported values for CONST = 0 or Ground elevation(GRELEV) – Invert Elevation(Z) = 0, the first row of the storage array will be set as follows:

Level	Area
Invert Elevation(Z)	0

If CONST = 0 but Ground Elevation(GRELEV) – Invert Elevation(Z) is not equal 0, the storage array will be set will be as follows:

Level	Area
Invert Elevation(Z)	0
Ground elevation(GRELEV) – Invert Elevation(Z)	0

CNTSL = 3 (Stepwise Linear)

Level values are imported as the values of QCURRL + Invert Elevation (Z) and the Areavalues are imported as the values QCURA converted to m²

QCURRL

Power Function Coefficient

GRELEV

Ground Elevation (Spill Crest)

Invert Elevation

ASTORE

Constant Area Storage

CONST

Power Function Coefficient

EXPO

Power Function Exponent

Initial Depth

User number 1

For Node type set to Manhole or Storage

NTIDE

Type of Outlet Control

User number 1

For Node type set to Outfall

If NTIDE = 2, the 'value' of A1A is imported to User number 1

A1A

Outlet Control Backwater

NTIDE

Type of Outlet Control

User text 1

If NTIDE = 3 or 4, User text 1 is set to <node name>_TS

User text 2

If NTIDE = 5, User text 2 is set to <node name>_TS

Head discharge table (Inlet nodes)

If an XPX node is imported as a Inlet node with its Inlet Capacity Type set to either Maximum Capacity Only or Rated By Approach Depth, a Head discharge table is added for it in the InfoWorks network. Note that Head discharge tables can be found from the Node property sheet or the Links grid.

XPX Field

XPX Description

ICM Data Field

Notes

Node name

Head discharge ID

Head discharge table

XPX Field	XPX Description	ICMData Field
	Gutter Flow/Depth	Head
	Capture flow	Discharge Calculated as Capture flow x Efficiency factor
	Efficiency factor

Flow efficiency table (Inlet nodes)

If an XPX node is imported as a Inlet node with its Inlet Capacity Type set to Rated By Approach Flow, a Flow efficiency table is added for it in the InfoWorks network. Note that Flow efficiency tables can be found from the Node property sheet or the Links grid.

XPX Field

XPX Description

ICM Data Field

Notes

Node name

Flow efficiency ID

Head discharge table

XPX Field	XPX Description	ICMData Field
	Gutter Flow/Depth	Flow
	Capture flow	Efficiency Calculated as Capture flow x Efficiency factor
	Efficiency factor

Links

Only links that are attached to upstream and downstream nodes, where both the US and DS nodes are active in the Hydraulic layer (LOCMODE=1), are imported. Links attached to inactive nodes in the Hydraulic layer (LOCMODE=0), and active (LOCMODR=1) and inactive (LOCMODR=0) nodes in the Runoff layer will not be imported. Links attached to active (LOCMODT=1) and inactive (LOCMODT=0) nodes in the Sanitary layer will not be imported.

Data from an XPX file is imported to the following types of Link objects in an ICM InfoWorks network.

Conduits

The following fields in an XPX file are imported as a Conduit type of link object in an ICM InfoWorks network if the shape of a conduit is not 'Natural' in the XPX file. Natural shaped conduits from XPSWMM/XPStorm are imported as Channels in ICM.

XPX Field

XPX Description

ICM Data Field

Notes

node_from

US Node

US node ID

node_to

DS Node

DS Node ID

link_type

Link type

Link type

Set to Conduit

link_name

Link name

Asset ID

length

LEN

Length

ZP1

Upstream Invert Elevation

US invert level

ZP2

Downstream Invert Elevation

DS invert level

NKLASS

Shape ID

The table below lists the shapes from the XPX file that are imported as a standard InfoWorks ICM shape:

XPSWMM/XPSTORM Shape	ICM Shape ID
Cirular	CIRC
Rectangular	RECT

The table below lists the special shapes from the XPX file that are imported as pre-defined shapes in ICM.

XPSWMM/XPSTORM Special Shape	ICM Shape ID
HORSESHOE	HORSESHOE
EGG	SWMM EGG
GOTHIC	SWMM_GOTHIC
CATENARY	SWMM_CATENARY
SEMIELLIPTICAL	SWMM_SEMIELLIPTICAL
VERT_ELLIPSE	SWMM_VERT_ELLIPSE
HORIZ_ELLIPSE	SWMM_HORIZ_ELLIPSE
ARCH	SWMM_SHAPE_ARCH
BASKETHANDLE	BASKETHANDLE
SEMICIRCULAR	SWMM_SEMICIRCULAR

The table below lists the shapes from the XPX file that are imported as ICM user-defined shapes.

XPSWMM/XPSTORM Shape	ICM Shape ID
TRAPEZOIDAL	<linkname>_shape
PARABOLIC
RECTROUND
MODBASKETHANDLE
RECTRIANGULAR
USER DEFINED

See the Shape section for further import information.

DEEP

Diameter

Height

ICM Shape ID	Notes
CIRC
HORSESHOE	Width is calculated as: 2/3 * DEEP
SWMM EGG
SWMM_GOTHIC	Width is calculated as: DEEP * 0.84
SWMM_CATENARY	Width is calculated as: DEEP * 0.9
SWMM_SEMIELLIPTICAL
SWMM_VERT_ELLIPSE	Height and Width in standard ellipse size
SWMM_HORIZ_ELLIPSE	Height and Width in standard ellipse size
SWMM_SHAPE_ARCH	Height based on XPSWMM/XPStorm arch sizes
BASKETHANDLE	Width is calculated as: DEEP * 0.9444
SWMM_SEMICIRCULAR	Width is calculated as: DEEP * 1.64

Width

DEEP

Diameter

Height

For Shape ID set to RECT, and for a Parabolic type of user-defined shape.

WIDE

Bottom Width

Width

DEEP

Diameter

Height

For a Trapezoid type of user-defined shape.

Width is calculated as:

WIDE + (TTHETA * DEEP) + (TPHI * DEEP)

WIDE

Bottom Width

Width

DEEP

Diameter

TTHETA

Left Hand Side Slope

TPHI

Right Hand Side Slope

DEP

Depth

Height

For an imported User Defined type of user-defined shape.

Height is imported as the maximum depth from all values in DEP fields.

Width is imported as the maximum width from all values in SW fields.

Surface Width

Width

DEEP

Diameter

Height

WIDE

With

Width

Imported for ModBasketHandle, RecTriangular or RectRound user-defined type of shapes.

ROUGH

Roughness

Bottom roughness Manning's N

Imported for conduits with an XPSWMM/XPStorm User Defined type of shape.

ROUGH

Roughness

Top roughness Manning's N

Conduit Factors

DS headloss type

Set to Fixed

Only applicable when Conduit Factors are enabled in the XPX file.

Conduit Factors

US headloss coefficient

Imported if Conduit Factors are enabled.

If Loss Type = 0(Energy Loss Coefficient), US headloss coefficient is set to the value of the imported Entrance Loss (PLC).

If Loss Type = 1(Pressure Change Coefficient), the US headloss coefficient is set to the value of:

KU + KUCONST * KUCONST - 1

LOSSTYPE

Loss Type

PLC

Entrance Loss

Pressure Change Coefficient KU

KUCONST

Pressure Change Coefficient B

Conduit Factors

DS headloss coefficient

Imported if Conduit Factors are enabled.

If Lost Type = 0(Energy Loss Coefficient), DS headloss coefficient is set to the value of the imported Exit Loss (GEOFF ).

If Loss Type = 1(Pressure Change Coefficient), the value of the dS headloss coefficient is set to 0.0

LOSSTYPE

Loss Type

GEOFF

Exit Loss

Initial Flow

User number 1

Shape

XPSWMM/XPStorm Trapezoidal, Parabolic, RectRound, ModBasketHandle, RecTriangular and User Defined conduit shapes are imported as Shape types of link objects in an ICM InfoWorks network.

XPX Field

XPX Description

ICM Data Field

Notes

Shape ID

<linkname>_shape

Shape type

Set to Asymmetric for Trapezoidal.

Set to Symmetric for Parabolic, User Defined, ModBasketHandle, RecTriangular, and RectRound.

Description

Imported as type of shape - Trapezoidal, Parabolic, User Defined, XPSWMM Rectangle rounded bottom, XPSWMM RectTriangular and XPSWMM Mod Basket Handle

WIDE

Bottom Width

Geometry

For Trapezoidal:

ICM Data Field	Notes
1st Entry:
Height	0.0
Left hand side	[(TTHETA * DEEP) / conduit width] where: conduit width = WIDE + (TTHETA * DEEP) + (TPHI * DEEP)
Right hand side	[(WIDE + TPHI * DEEP) / conduit width] where: conduit width = WIDE + (TTHETA * DEEP) + (TPHI * DEEP)
2nd Entry
Height	DEEP
Left hand side	0.0
Right hand side	1.0

DEEP

Diameter

TTHETA

Left Hand Side Slope

TPHI

Right Hand Side Slope

WIDE

Bottom Width

Geometry

For Parabolic:

ICM Data Field	Notes
1st Entry:
Height	1.0
Width	1.0
2nd to 15th Element
Height	[element height*] [2.0 x A x element height1/PTHETA / WIDE] where: element height = (DEEP x element count / 14) / DEEP element count refers to the ordinal number - 1 and A = WIDE / (2.0 x DEEP1/PTHETA)
Width

DEEP

Diameter

PTHETA

Power Function Channel Exponent

DEP

Depth

Geometry

For User Defined:

ICM Data Field	Notes
Height	The maximum depth from all values in the DEP fields
Width	The maximum width from all values in the SW fields

Surface Width

WIDE

Bottom Width

Geometry

For ModBasketHandle:

ICM Data Field	Notes
1st Entry
Height	0.0
Width	1.0
Subsequent Entries
Height	2nd element: [DEEP - (WIDE /2), 1.0] 3rd-16th element: [accumulated steps from 3rd element / DEEP, WIDE * Standard circle size] 17th element: [1.0, 0.0] Accumulated steps ex: 3rd element = 1 4th element = 1 + 2 5th element = 1 + 2 + 3 Standard circle size: { .0, .3919, .5426, .6499, .7332, .8000, .8542, .8980, .9330, .9600, .9798, .9928, .9992, .9992, .9928, .9798, .9600, .9330, .8980, .8542, .8000, .7332, .6499, .5426, .3919, .0 };
Width

DEEP

Diameter

WIDE

Bottom Width

Geometry

For RecTriangular:

ICM Data Field	Notes
1st Entry
Height	0.0
Width	0.0
Subsequent Entries
Height	2nd element: [(DEEP - AFULL) / DEEP, 1.0] 2nd element: [1.0, 1.0]
Width

DEEP

Diameter

AFULL

Height of Rectangle

WIDE

Bottom Width

Geometry

For RectRound:

1st - 15th element:

[element count - 1 / DEEP, calculated width based on the dimensions]

16th element:

[Radius, 1.0]

where:

Radius = WIDE2 / (8.0 * (DEEP - AFULL)) + (WIDE - AFULL) / 2.0

17th element:

[1.0, 1.0]

18th element:

[1.0, 0.0]

DEEP

Diameter

AFULL

Height of Rectangle

Normalised

Checked for shape type Trapezoidal, Parabolic, User Defined, RecTriangular

Orifice

The following fields in an XPX file are imported as a Orifice type of ancillary link object in an ICM InfoWorks network.

XPX Field	XPX Description	ICM Data Field	Notes
ORIFNAME	Orifice name	Asset ID
ISQRND	Orifice Shape	Link type	If XPX ISQRND = 0 (Circular), the Link type is set to Orific in ICM.
ISQRND	Orifice Shape	Diameter	If XPX ISQRND = 0 (Circular), the Diameter of the orifice in ICM is imported as: √((4 x AORIF) / π)
AORIF	Orifice Area	Diameter
ZP	Orifice Invert Elevation	Invert level
CORIF	Orifice Discharge Coefficient	Discharge coefficient	The Discharge coefficient in ICM is imported as: CORIF x √2

Sluice

The following fields in an XPX file are imported as a Sluice type of ancillary link object in an ICM InfoWorks network.

XPX Field	XPX Description	ICM Data Field	Notes
ORIFNAME	Orifice name	Asset ID
ISQRND	Orifice Shape	Link type	If XPX ISQRND = 1 (Rectangular), the Link type is set to Sluice in ICM.
ISQRND	Orifice Shape	Width	If XPX ISQRND = 1 (Rectangular), the Width of a sluice in ICM is imported as: AORIF / DORIF
AORIF	Orifice Area
DORIF	Orifice Height
ISQRND	Orifice Shape	Opening height	If XPX ISQRND = 1 (Rectangular), the Opening height is set to the imported XPX DORIF value.
DORIF	Orifice Height	Opening height
ZP	Orifice Invert Elevation	Invert level
CORIF	Orifice Discharge Coefficient	Discharge coefficient	The Discharge coefficient in ICM is imported as: CORIF x √2

User-defined control

The following fields in an XPX file are imported as a User-defined control type of ancillary link object in an ICM InfoWorks network.

XPX Field	XPX Description	ICM Data Field	Notes
SPECNAME	Diversion Name	Asset ID	Only imported as a user-defined contol object if XPX SPECDIV = 5 (Internal Rating Curve).
		Link type	The Link type is set to Compnd in ICM.
Z (US node)		Initial level
		Head discharge table	A Head discharge table object is added in ICM. See below for further information.

Weir

The following fields in an XPX file are imported as a Weir type of ancillary link object in an ICM InfoWorks network.

XPX Field	XPX Description	ICM Data Field	Notes
node_from	US Node	US node ID
node_to	DS Node	DS node ID
link_type	Link type	Link type	Set to Weir
link_name	Link name	Asset ID
Z (US node)	Invert Elevation	Crest	The Crest in ICM is imported as YCREST - Z (US node) If the XPX file is in US units, it is converted using the following formula: Offset = (YCREST - Z) x 0.3048 ->ft to m Invert = (Offset5/3)2/3 Crest = Invert * 3.28084 -> m to ft
YCREST	Crest	Crest
YTOP	Crown	Roof height	The Roof height in ICM is imported as YTOP - YCREST
YCREST	Crest	Roof height	The Roof height in ICM is imported as YTOP - YCREST
WLEN	Weir Length	Width
COEFF	Discharge coefficient	Discharge coefficient	The Discharge coefficient in ICM is imported as COEFF * √Gravity
CNTLW	Reverse Flow Eliminated using Flap Gates		If CNTLW = 1. A manhole type of node is created in ICM. This node will have the same properties as the DS node ID of the weir it was created for except the Y coordinate is increased by 1. The newly created node becomes the DS node ID of the weir, and a Flap Valve type of link is created to connect the node of the imported XPX CNTLW = 1 and the newly created node. See the Nodes and the Flap Valve sections for further information.

Pump

The following fields in an XPX file are imported as a Pump type of ancillary link object in an ICM InfoWorks network.

XPX Field	XPX Description	ICM Data Field	Notes
node_from	US Node	US node ID
node_to	DS Node	DS Node ID
link_name	Link name	Asset ID

IPTYP	Pump Rated By	Link type	If IPTYP = Well Volume or Depth in Node, Link type is set to FIXPMP If IPTYP = Dynamic Head, Link type is set to ROTPMP
Z (US node)	Invert Elevation (US node)	Switch on level	If IPTYP = Well Volume or Depth in Node, and if PON > Level, then the Switch on level is set to the value of PON; otherwise, the Switch on level is set to the value of Level. Where Level is the: PRATEX(1st element) + calculated volume of US node - if IPTYPE = Well Volume RATEX(1st element) + Z(US Node) - if IPTYPE = Depth in Node If IPTYP = Dynamic Head, the Switch on level is set to the value of PON + Level. Where Level is the: 1st Level of storage array - if IPTYP = Dynamic Head and US Node is Storage US Node chamber floor - if IPTYP = Dynamic Head and US Node is Manhole
PON	Pump Starts Elevation
IPTYP	Pump Rated By
PSEL	Pump Rating
PRATEX	Pump Flow Rate
Z (US node)	Invert Elevation (US node)	Switch off level	If IPTYP = Well Volume or Depth in Node, and if POFF > Level then the Switch off level is set to the value of POFF; otherwise, the Switch off level is set to the value of Level. Where Level is the: PRATEX(1st element) + calculated volume of US node - if IPTYPE = Well Volume RATEX(1st element) + Z(US Node) - if IPTYPE = Depth in Node If IPTYP = Dynamic Head, the Switch off level is set to the value of POFF + Level. Where Level is the: 1st Level of the storage array - if IPTYP = Dynamic Head and the US Node is a Storage type of node US Node chamber floor - if IPTYP = Dynamic Head and the US Node is a Manhole type of node
PON	Pump Stops Elevation
IPTYP	Pump Rated By
PRATEY	Node Depth	Discharge	If IPTYP = Well Volume or Depth in Node. Discharge = 1st element of PRATEY
	Dynamic Head
	Well Volume
		Head discharge table	If IPTYPE = Dynamic Head, a Head discharge object is added in ICM. See below for further information.
		User text 1	OFF

Head discharge table (Links)

If IPTYPE = Dynamic Head in the XPX file or if data has been imported from the XPX file as a User-defined control object (see above), the following fields are imported as a Head discharge table type of ancillary link object in an ICM InfoWorks network.

XPX Field

XPX Description

ICM Data Field

Notes

Head discharge ID

The format used for the Head discharge ID is:

Head discharge table

If IPTYPE = Dynamic Head, the following fields in the XPX file are imported to the Head discharge table:

XPX Field	XPX Description	ICMData Field
PRATEX	Pump Flow Rate	Head
PRATEY	Node Depth	Discharge
	Dynamic Head
	Well Volume

If a User-defined Control object has been added to ICM, the following fields in the XPX file are imported to the Head discharge table:

XPX Field	XPX Description	ICMData Field
SC3V1	Depth	Head
SC3V2	Flow	Discharge

Channel

The following fields in an XPX file for XPSWMM/XPStorm 'Natural' shaped conduits are imported as a Channel type of link object in an ICM InfoWorks network.

XPX Field	XPX Description	ICM Data Field	Notes
node_from	US Node	US node ID
node_to	DS Node	DS Node ID
NKLASS	Shape type	Link type	Set to Channel for XPSWMM/XPStorm natural conduits.
link_name	Link name	Asset ID
		Shape ID	The shape of channel is imported as a channel shape (see the Channel shape section)
		System type	Set to Overland if the imported natural conduit is connected to a node with an inlet capacity. Otherwise set to Other.
ZP1	Upstream Invert Elevation	US invert level
ZP2	Downstream Invert Elevation	DS invert level
CF	Conduit Factors	DS headloss type	Set to Fixed Only applicable when Conduit Factors are enabled in the XPX file.
CF	Conduit Factors	US headloss coefficient	Imported if Conduit Factors are enabled. If Loss Type = 0(Energy Loss Coefficient), US headloss coefficient is set to the value of the imported Entrance Loss (PLC). If Loss Type = 1(Pressure Change Coefficient), the US headloss coefficient is set to the value of: KU + KUCONST * KUCONST - 1
LOSSTYPE	Loss Type
PLC	Entrance Loss
KU	Pressure Change Coefficient KU
KUCONST	Pressure Change Coefficient B
CF	Conduit Factors	DS headloss coefficient	Imported if Conduit Factors are enabled. If Lost Type = 0(Energy Loss Coefficient), DS headloss coefficient is set to the value of the imported Exit Loss (GEOFF ). If Loss Type = 1(Pressure Change Coefficient), the value of the dS headloss coefficient is set to 0.0
LOSSTYPE	Loss Type
GEOFF	Exit Loss

Channel shape

The following fields in an XPX file are imported as a Channel shape type of link object in an ICM InfoWorks network.

XPX Field

XPX Description

ICM Data Field

Notes

NATS_SHAPE

Shape

Shape ID

Roughness type

Set to N (Manning's n )

Channel Profile

XPX Field	XPX Description	ICMData Field	Notes
STA	X	X coordinate
EL	Stage	Depth
NSGD_XNL	Left Overbank Manning's N	Roughness Manning's N	If X is less than or equal to NSGD_STCHL (Left Overbank station), Roughness Manning's N = NSGD_XNL (Left Manning's N) If X is greater than or equal to NSGD_STCHR (Right Overbank station), Roughness Manning's N = NSGD_XNR (Right Overbank Manning's N) Otherwise Roughness Manning's N = NSGD_XNR (Main Manning's N)
NSGD_XNR	Right Overbank Manning's N
NSGD_XNCH	Main Channel Manning's N
NSGD_STCHL	Left Overbank Station
NSGD_STCHR	Right Overbank Station
NSGD_STCHL	Left Overbank Station	New Panel	Checked when X is equal to Left (NSGD_STCHL) / Right (NSGD_STCHR) Overbank station
NSGD_STCHR	Right Overbank Station	New Panel

Flap valve

A Flap value type of ancillary link object is created in an ICM InfoWorks network when the value of the XPX GATE field is 1 or the value of the CNTLW field is 1. See the description of Node type in the Nodes section for further information.

XPX Field	XPX Description	ICM Data Field	Notes
		Invert level	Set to the value of the imported node's or weir's ground level.
		Diameter	Set to the lesser value of the Height or Width of the upstream conduit of the imported node or weir.

Subcatchments

Data from an XPX file is imported to the following types Subcatchment objects in an ICM InfoWorks network.

Subcatchment

If an XPX node is active in the Runoff layer (LOCMODR=1), any associated active subcatchments are imported as a Subcatchment object in an ICM InfoWorks network.

Note: An XPX node, which has associated active subcatchments, and is inactive in the Runoff layer (LOCMODR=0) but active in the hydraulic layer (LOCMODE=1), will be imported as a Node object, rather than a subcatchment object in ICM.

XPX Field

XPX Description

ICM Data Field

Notes

node_name

Node name

Subcatchment ID

The format for the name of the imported subcatchment is:

<node_name>#<s>

Subcatchment #

R_REDIR_FLAG

Flow Redirection

Drains to

Drains to is set to Node on import if the XPX R_REDIR_FLAG = 0 or R_REDIR_FLAG = 1 and R_REDIR_SUBCAT = 6; otherwise Drains to is set to = Subcatchment

R_REDIR_SUBCAT

Subcatchment #

node_name

Node name

Node ID

Imported if Drains to is set to Node on import.

If the XPX R_REDIR_FLAG = 0, then Node ID is imported with the XPX Node name.

If the XPX R_REDIR_FLAG = 1 and R_REDIR_SUBCAT = 6, the NODE ID is imported with the name of the XPX Runoff Redirection Drain to Node.

R_REDIR_FLAG

Flow Redirection

R_REDIR_SUBCAT

Subcatchment #

R_REDIR_NODE

Runoff Redirection Drain to Node

node_name

Node name

To Subcatchment ID

Imported if Drains to is set to Subcatchment on import.

If the XPX R_REDIR_FLAG = 1 and R_REDIR_SUBCAT = 1 to 5, the format for the imported To Subcatchment ID is:

<R_REDIR_NODE>#<R_REDIR_SUBCAT>

R_REDIR_FLAG

Flow Redirection

R_REDIR_SUBCAT

Subcatchment #

R_REDIR_NODE

Runoff Redirection Drain to Node

R_RAINSEL

Rainfall

Rainfall profile

If R_RAINSEL is not blank, the Rainfall profile is imported with the name of R_RAINSEL from the XPX file.

If R_RAINSEL is blank and R_FGSTORMS is active, the Rainfall profile is imported with the name of the current storm in the XPX file.

R_FGSTORMS

R_WAREA

Area

Total area

If the imported node does not have a bounding polygon, ICM will automatically create a circular boundary using the value of R_WAREA. The centre point will be the X,Y coordinates of the imported node.

R_WIDTH

Width

Dimension

R_WSLOPE

Slope

Slope

Build-up/washoff land use

The values for the Build-up/washoff land use grid are imported as shown below:

XPX Field	XPX Description	ICM Field	Notes
R_WQLU	Landuse	Build-up/washoff land use	See the Build-up/Washoff Land Use section below
R_WQPAR	%Area	Area

Area measurement type

Set to Percent

R_WIMP

Impervious Percentage

Runoff area 1 (%)

Imported value calculated as:

R_WIMP - (R_WIMP x R_PCTZER / 100)

R_PCTZER

Zero Detention (%) Input

R_WIMP

Impervious Percentage

Runoff area 2 (%)

Imported value calculated as:

R_WIMP x R_PCTZER / 100

R_PCTZER

Zero Detention (%) Input

R_WIMP

Impervious Percentage

Runoff area 3 (%)

Imported value calculated as:

100 - R_WIMP

Runoff routed internally (%)

Set to 100

R_REDIR_TYPE

Runoff Redirection Type

Internal routing

Internal routing is set as To pervious if the XPX R_REDIR_TYPE = 1

If the XPX R_REDIR_TYPE = 2, Internal routing is set as To impervious

Otherwise, Internal routing is set to Direct

R_FLAG_RDII

RNF Node Sub-Catchment RDII Flag

RTK hydrograph

Imported if the XPX field, R_FLAG_RDII, is checked.

R_RDII_NAME

RDII name

R_FLAG_RDII

RNF Node Sub-Catchment RDII Flag

Contributing area

Imported if the XPX field, R_FLAG_RDII, is checked.

If R_RDII_AREA = 0, then the ICM Contributing area is set to the value of the XPX R_WAREA. Otherwise, the Contributing area is set to the value of R_RDII_SEWER

R_RDII_AREA

The type of RDII areas used in a sub-catchment

R_WAREA

Area

R_RDII_SEWER

User-Defined Sewershed Area

R_INFILM

Infiltration Method

Curve number

If the Infiltration Method in the XPX file is set to Curve Number, then the Curve number in ICM is set to the value of SCS_CN

SCS_CN

Pervious Area Curve Number

R_CN

Pervious CN

Set to the value of R_CN

R_WIMP

Impervious Percentage

If the Infiltration Method in the XPX file is set to RNF, then the Curve number in ICM is calculated as:

CompositeCN = [(imp% * 98) + ( (100-imp%) * CN) )]/100

Where imp% is the value of R_WIMP

R_TC

Time of concentration

Time of concentration

Unit hydrograph definition

Set to SCS-User-Tc

Land use

A Land use object in an ICM InfoWorks network is automatically added for each subcatchment in an XPX file that contains an infiltration object. Note that a new Land use object will not be added if there is an existing Land Use object with the identical properties.

XPX Description	ICM Data Field	Notes
Land use	Land use ID	Each Land use ID generated by ICM is given a numeric ID, starting at 1 and incrementing by 1 for each additional Land use object created by ICM.
	Description	Assigned a description of SWMM Landuse
	Runoff surface 1	ID of an impervious surface with initial loss See the Runoff surface section below for more information.
	Runoff surface 2	ID of an impervious surface without initial loss See the Runoff surface section below for more information.
	Runoff surface 3	ID of a pervious surface See the Runoff surface section below for more information.
	Pollutant index	Set to 1.

Runoff surface

A Runoff surface object in an ICM InfoWorks network is automatically created for each Runoff Surface (1-3) included in a Land Use object (see above). Note that a new Runoff Surface will not be added if there is an existing Runoff Surface object with the identical properties. If the XPX file being imported contains fields that are relevant to the Runoff Surface object, then these are imported as described below:

XPX Field	XPX Description	ICM Data Field	Notes
		Runoff surface ID	Each Runoff surface ID object, generated by ICM, is given a numeric ID, starting at 1 and incrementing by 1 for each additional runoff surface object created.
R_REDIR_TYPE	Runoff Redirection Type	Surface type	Set to Impervious if R_REDIR_TYPE = 2 Set to Pervious if R_REDIR_TYPE = 1 See the description of Internal routing for ICM subcatchments above.
R_WIMP	Imper	Surface type	Set to Impervious if R_WIMP = 100; otherwise set to Pervious
R_FSCS	Routing Method	Routing model	Set to SCS Unit if R_FSCS = 1; otherwise set to SWMM
		Runoff volume type	If the Routing model is set to SCS Unit, the Runoff volume type is set to CN
			If the Routing model is set to SWMM, the Runoff volume type is set to Fixed for Surface type set to Impervious
R_INFILM	Infiltration Method		If the Routing model is set to SWMM and the Surface type set to Pervious, and: If the XPX Infiltration Method = Horton, the ICM Runoff volume type is set to HortonSWMM If the XPX Infiltration Method = Green Ampt, the ICM Runoff volume type is set to GreenAmpt
		Fixed runoff coefficient	Set to 1 for Surface type set to Impervious Set to 0 for Surface type set to Pervious
R_WSLOPE	Slope	Ground slope	Set to the value of R_WSLOPE if it is present in the XPX file; otherwise set to 0.0
		Initial loss type	If the Routing model is set to SWMM, the Initial loss type is set to Abs
R_IA	Initial abstraction	Initial loss type	If the Routing model is set to SCS Unit and if the imported XPX file contains a value for R_IA, the Initial loss type is set to Abs if the value of R_IA is 0; for all other values it is set to SCS
R_WSTOR1	Inch (Impervious Area) Input	Initial loss value	If the Routing model is set to SWMM and: For Surface type set to Impervious, which has initial losses, the Initial loss value is set to the imported XPX R_WSTOR1 value, converted into metres in ICM. For Surface type set to Impervious, which has no initial losses, the Initial loss value is set to 0.0
R_WSTOR2	Inch (Pervious Area) Input		If the Routing model set to SWMM , and the Surface type is set to Pervious, the Initial loss value is set to the imported XPX R_WSTOR2 value, converted to metres in ICM.
R_IA	Initial abstraction		If the Routing model set to SCS Unit and the value of R_IA is 1, the value of the Initial loss value is set to the value of R_IADEPTH, converted to metres in ICM. If the value of R_IA is not 1, the Initial loss value is not set.
R_IADEPTH	Initial abstraction depth
R_IA	Initial abstraction	Initial abstraction factor	Routing model set to SCS Unit and the value of R_IA is 1, the value of the Initial abstraction factor is set to the value of R_IAFRACT. If the value of R_IA is not 1, the Initial abstraction factor is not set.
R_IAFRACT	Initial abstraction fraction	Initial abstraction factor
		Runoff routing type	Set to Abs
		Runoff routing value	Set to 0, if the Routing model is set to SCS Unit
R_PROUGI	Manning's "n" (Impervious Area) Input		If the Routing model is set to SWMM, then for Surface type set to Impervious, the Runoff routing value is set to the imported XPX R_PROUGI value.
R_PROUGH	Manning's "n" (Pervious Area) Input		If the Routing model is set to SWMM, then for Surface type set to Pervious, the Runoff routing value is set to the imported XPX R_PROUGH value.
R_INFILM	Infiltration Method	Initial infiltration	For Runoff volume type set to HortonSWMM, the Initial infiltration is set to the imported XPX R_WLMAX value.
R_WLMAX	Max Infiltration Rate Input	Initial infiltration
R_INFILM	Infiltration Method	Limiting infiltration	For Runoff volume type set to HortonSWMM, the Limiting infiltration is set to the imported XPX R_WLMIN value.
R_WLMIN	Min (Asymptotic) Infiltration	Limiting infiltration
R_INFILM	Infiltration Method	Decay factor	For Runoff volume type set to HortonSWMM, the Decay factor is set to the value of the imported XPX R_DECAY multiplied by 3600
R_DECAY	>Decay Rate of Infiltration	Decay factor
R_INFILM	Infiltration Method	Horton drying time	For Runoff volume type set to HortonSWMM: If the value of XPX R_REGENTAG = 1, the ICM Horton drying time is imported with the value of R_REGEN; otherwise the Horton drying time is set to 7
R_REGENTAG	Regeneration of Horton Infiltration Capacity
R_REGEN	Regeneration of Horton Infiltration Capacity Input
R_INFILM	Infiltration Method	Horton max infiltration volume	For Runoff volume type set to HortonSWMM, the Horton max infiltration volume is set to the imported XPX R_MAXINF value.
R_MAXINF	Infiltration Method	Horton max infiltration volume
R_INFILM	Infiltration Method	Green Ampt suction	For Runoff volume type set to GreenAmpt, Green Ampt suction is set to the imported XPX R_SUCT value.
R_SUCT	Average Capillary Suction Input	Green Ampt suction
R_INFILM	Infiltration Method	Green Ampt conductivity	For Runoff volume type set to GreenAmpt, Green Ampt conductivity is set to the imported XPX R_HYDCON value.
R_HYDCON	Saturated Hydraulic Conductivity Input	Green Ampt conductivity
R_INFILM	Infiltration Method	Green Ampt deficit	For Runoff volume type set to GreenAmpt, Green Ampt deficit is set to the imported XPX R_SMDMAX value.
R_SMDMAX	Initial Moisture Deficit Input	Green Ampt deficit

Build-up/wash off land use

The following fields in an XPX file are imported as a Build-up/wash off land use type of subcatchment object in an ICM InfoWorks network.

XPX Field	XPX Description	ICM Data Field	Notes
name	Landuse name	Land use ID
R_CLFREQ	Cleaning interval	Sweep interval
R_AVSWP	Availability Factor	Sweep removal	The value of R_AVSWP is divided by 100 on import.
R_DSLCL	Days Since Last Cleaning	User text 1

RTK hydrographs

The following fields in an XPX file are imported as an RTK hydrograph type of subcatchment object in an ICM InfoWorks network.

XPX Field	XPX Description	ICM Data Field
name		RTK hydrograph ID
R_ST_FRACTION	Fraction of Rainfall(st)	Response ratio R - short term
R_ST_TIME	Time to hydrograph peak(st)	Time to peak T - short term
R_ST_RATIO	Ratio of base time to peak time(st)	Recession limb ratio K - short term
R_MT_FRACTION	Fraction of Rainfall(mt)	Response ratio R - medium term
R_MT_TIME	Time to hydrograph peak(mt)	Time to peak T - medium term
R_MT_RATIO	Ratio of base time to peak time(mt)	Recession limb ratio K - medium term
R_LT_FRACTION	Fraction of Rainfall(lt)	Response ratio R - long term
R_LT_TIME	Time to hydrograph peak(lt)	Time to peak T - long term
R_LT_RATIO	Ratio of base time to peak time(lt)	Recession limb ratio K - long term
R_ST_MAXINIT	Maximum Initial Abstraction(st)	Max initial abstraction depth - short term
R_ST_RECOVERY	Recovery Rate of Storage(st)	Initial abstraction recovery rate - short term
R_ST_STORAGE	Initial Storage(st)	Initial abstraction depth - short term
R_MT_MAXINIT	Maximum Initial Abstraction(mt)	Max initial abstraction depth - medium term
R_MT_RECOVERY	Recovery Rate of Storage(mt)	Initial abstraction recovery rate - medium term
R_MT_STORAGE	Initial Storage(mt)	Initial abstraction depth - medium term
R_LT_MAXINIT	Maximum Initial Abstraction(lt)	Max initial abstraction depth - long term
R_LT_RECOVERY	Recovery Rate of Storage(lt)	Initial abstraction recovery rate - long term
R_LT_STORAGE	Initial Storage(lt)	Initial abstraction depth - long term

Points

The following fields in an XPX file are imported to the following types of Point objects in an ICM InfoWorks network:

Network Results Point (2D)

The following fields in an XPX file are imported to a Network Results Point (2D) type of point object in an ICM InfoWorks network:

XPX Field	ICM Data Field	Notes
RES_FPNAME	Point ID
RES_FPPTX	X coordinate
RES_FPPTY	Y coordinate

Polygons

The following fields in an XPX file are imported to the following types of Polygon objects in an ICM InfoWorks network:

Polygon

The following fields in an XPX file are imported to a Polygon type of polygon object in an ICM InfoWorks network:

XPX Field	ICM Data Field	Notes
Default Area Type	Category	Set to Imported XPX Inactive Area in ICM for any polygon whose Default Area Type is 'Inactive' in the XPX file.
	Category	Set to Void in ICM for any polygon that is created as a result of importing data to a 2D zone object. See the Boundary array description for 2D Zones below.
Layer Name	ID	Applicable for data imported from LAYER in the XPX file. The format for the ID is: <Layer name>_<Layer id>_<Polyline id>
Layer ID
Polygon ID
	ID	Applicable for data imported from DATA in the XPX file. The polygon ID is generated based on the XPX layer the polygon is exported from. The format of the ID is as follows: TOP_<Num> - for polygons exported from a topography layer RGH_<Num> - for polygons exported from a landuse layer REG_<Num> - for polygons exported from any other layer For a polygon that is created as a result of importing data for a 2D zone object, the format for the name of the polygon is: VP_<number> where the number is sequentially increased for each polygon created. See the Boundary array description for 2D Zones below for further information.
	Area	Calculated by ICM using the imported boundary array data.
2D_REG_PNIND	Boundary array	Applicable for data imported from DATA in the XPX file. The geometry of the polygon. 2D_REG_PX and 2D_REG_PY store the X and Y coordinate of each point within a polygon for all the region type layers. Polygon index is the order in which the X and Y values are stored in the database. 2D_REG_PNIND stores the number of indices per polygon while 2D_REG_ PIND stores the actual indices. Imported with polygon geometry if 2D_REG_PTYPE = 0
2D_REG_PX
2D_REG_PY
2D_REG_PIND
2D_REG_PTYPE
2D_REG_PVAL
2D_TOP_PNIND	Boundary array	Applicable for data imported from DATA in the XPX file. The geometry of the polygon. If 2D_TOP_PVAL = 3 (filled), the '2D_TOP' fields are imported as a Mesh zone in ICM; otherwise they are imported as a Polygon. 2D_TOP_PX and 2D_TOP_PY stores all the X and Y coordinate of each point within a polygon for all the region type layers. Polygon index is the order in which the X and Y values are stored in the database. 2D_TOP_PNIND stores the number of indices per polygon while 2D_TOP_PIND stores the actual indices. Imported with polygon geometry if 2D_TOP_PTYPE = 0
2D_TOP_PX
2D_TOP_PY
2D_TOP_PIND
2D_TOP_PTYPE
2D_TOP_PVAL
	Boundary array	Applicable for a polygon that is created as a result of importing data to a 2D zone object. For further information, see the Boundary array description for 2D Zones below.
X,Y points	Boundary array	Applicable for data imported from LAYER in the XPX file.

Mesh zone

The following fields in an XPX file are imported to a Mesh zone type of polygon object in an ICM InfoWorks network:

XPX Field	ICM Data Field	Notes
Layer Name	ID	Applicable for data imported from LAYER in the XPX file. The format for the ID is: <Layer name>_<Layer id>_<Polyline id>
Layer ID
Polygon ID
	ID	Applicable for data imported from DATA in the XPX file. The ID is generated based on the XPX layer the polygon is exported from. The format of the ID is as follows: TOP_<Num> - for polygons exported from a topography layer RGH_<Num> - for polygons exported from a landuse layer REG_<Num> - for polygons exported from any other layer
	Area	Calculated by ICM using the imported boundary array data.
2D_TOP_PNIND	Boundary array	Applicable for data imported from DATA in the XPX file. If 2D_TOP_PVAL = 3 (filled), the '2D_TOP' fields are imported as a Mesh zone in ICM; otherwise they are imported as a Polygon. 2D_TOP_PX and 2D_TOP_PY stores the X and Y coordinate of each point within a polygon for all the region type layers. Polygon index is the order in which the X and Y values are stored in the database. 2D_TOP_PNIND stores the number of indices per polygon while 2D_TOP_PIND stores the actual indices. Imported with polygon geometry if 2D_TOP_PTYPE = 0
2D_TOP_PX
2D_TOP_PY
2D_TOP_PIND
2D_TOP_PTYPE
2D_TOP_PVAL
X,Y points	Boundary array	Applicable for data imported from LAYER in the XPX file.
Grid Step Size	Minimum element area	Only applicable to the XPX 2D_GRID_EXTENT layer type. The Minimum element area is imported as the value of the 'Grid Step Size' squared (F_2D_EXT_STEP²).

2D Zone

The following fields in an XPX file are imported to a 2D zone type of polygon object in an ICM InfoWorks network:

XPX Field	ICM Data Field	Notes
Layer Type		If the Layer Type in the XPX file is 2D_GRID_EXTENT, the data is imported to 2D zone object in ICM.
Default Area Type		If the XPX Default Area Type is 'Inactive', the data is imported as a 2D Zone.
Layer Name	ID	Applicable for data imported from LAYER in the XPX file. The format for the ID is: <Layer name>_<Layer id>_<Polyline id>
Layer ID
Polygon ID
	ID	Applicable for data imported from DATA in the XPX file. The ID is generated based on the XPSWMM/XPStorm layer the polygon is exported from. The format of the ID is as follows: EXT_<Num> - for polygons exported from a landuse layer EXT_<Num> - for polygons exported from any other layer
	Area	Calculated by ICM using the imported boundary array data.
X,Y points	Boundary array	Applicable for data imported from LAYER in the XPX file.
	Boundary array	Applicable for data imported from DATA in the XPX file. The geometry of the 2D zone is determined by the imported grid extents. For any area in the XPX file that is not an active area polygon (ie, the XPSWMM/XPStorm polygon's Default Area Type is set to 'Inactive'), the grid extent for the inactive area is subtracted from the active area polygon and the remaining area is imported as the 2D zone boundary array data in ICM. Note that if the result yields any holes, the holes are imported as ICM Polygon objects with their Category property set to Void.
Grid Step Size	Minimum element area	Only applicable to the XPX 2D_GRID_EXTENT layer type. The Minimum element area is imported as the value of the 'Grid Step Size' squared (F_2D_EXT_STEP²).

Mesh level zone

The following fields in an XPX file are imported to a Mesh level zone type of polygon object in an ICM InfoWorks network:

XPX Field

ICM Data Field

Notes

Layer Name

The format for the ID is:

Layer ID

Polygon ID

Vertices

The following XPX fields are imported into the Vertices Editor in ICM.

XPX Field	ICM Data Field	Notes

F_FAR_CONSTELEV	Elevation
	Vertex elevation type	Set to Always.

Roughness zone

The following fields in an XPX file are imported to a Roughness Zone type of polygon object in an ICM InfoWorks network:

XPX Field	ICM Data Field	Notes
Layer Type		If the Layer Type in the XPX file is 2D_LANDUSE, the data is imported to a Roughness zone object in ICM.
LanduseID	ID	The format for the ID is: Landuse ID _ Count
Count	ID	The format for the ID is: Landuse ID _ Count
	Area	Calculated by ICM using the imported boundary array data.
ROUGH_VAL	Roughness (Manning's n)	Imported if Manning's roughness is set to constant in the XPX file.
2D_RGH_PNIND	Boundary array	Applicable for data imported from DATA in the XPX file. The geometry of the porous polygon. 2D_RGH_PX and 2D_RGH_PY store all the X and Y coordinates of each point within a polygon for all the region type layers. Polygon index is the order in which the X and Y values are stored in the database. 2D_RGH_PNIND stores the number of indices per polygon while 2D_RGH_PIND stores the actual indices.
2D_RGH_PX
2D_RGH_PY
2D_RGH_PIND
2D_RGH_PTYPE		Imported with polygon geometry if 2D_RGH_PTYPE = 0
2D_RGH_PVAL
X,Y points	Boundary array	Applicable if the Roughness zone is imported from the LAYER, POLYGONS and LAYER_DATA commands in the XPX file.

IC zone - Hydraulic (2D)

The following fields in an XPX file are imported to an IC zone - hydraulic (2D) type of polygon object in an ICM InfoWorks network:

XPX Field	ICM Data Field	Notes
Layer Type		If the Layer Type in the XPX file is 2D_INITIAL_WATER_LEVEL, the data is imported as an IC zone - hydraulic (2D) object in ICM.
Layer Name	ID	The format for the ID is: <Layer name>_<Layer id>_<Polyline id>
Layer ID
Polygon ID
	Area	Calculated by ICM using the imported boundary array data.
X,Y points	Boundary array

Lines

Data from an XPX file is imported to the following type of Line object in an ICM InfoWorks network:

2D Boundary

The following fields in an XPX file are imported to a 2D Boundary type of line object in an ICM InfoWorks network:

XPX Field	ICM Data Field	Notes
Layer name	Name	The format for the name is <Layer name>_<Layer id>_<Polyline id>
Layer ID
Polyline ID
X,Y points	General Line XY Data
Layer type	Boundary line type	If the XPSWMM/XPStorm Layer type is set to 2D_HEAD_BOUNDARY, the Boundary line type will be imported as Level in ICM. If the XPSWMM/XPStorm Layer type is set to 2D_FLOW_BOUNDARY, the Boundary line type will be imported as Flow in ICM.

General lines

The following fields in an XPX file are imported to a General line type of line object in an ICM InfoWorks network:

XPX Field	ICM Data Field	Notes
F_1DBD_INTERFACE_TYPE		Imported if 1D/2D Interface is an Hx Line (F_1DBD_INTERFACE_TYPE = 0)
Layer name	General line	The format for the name is <Layer name>_<Layer id>_<Polyline id>
Layer ID
Polyline ID
	Category	Set to Imported 1D/2D Interfaces from XPX
X,Y points	General Line XY Data

Cross section line

The following fields in an XPX file are imported to a Cross section line type of river line object in an ICM InfoWorks network:

XPX Field

ICM Data Field

Notes

link_name

The format for the name is <link_name>.1

Length

Section data

The following fields are imported to the Section Editor in ICM:

XPX Field	XPX Description	ICM Data Field	Notes
VERTEX_START LINK_CS	X	X coordinate	X and Y coordinates are calculated from STA and cross section vertices (VERTEX_START LINK_CS)
STA	Y	Y coordinate
		Bed level	Note: The Bed level is not imported but can be found by updating from a ground model.
NSGD_XNL	Left Overbank Manning's N	Roughness Manning's N	If X is less than or equal to NSGD_STCHL (Left Overbank station), Roughness Manning's N = NSGD_XNL (Left Manning's N) If X is greater than or equal to NSGD_STCHR (Right Overbank station), Roughness Manning's N = NSGD_XNR (Right Overbank Manning's N) Otherwise Roughness Manning's N = NSGD_XNR (Main Manning's N)
NSGD_XNR	Right Overbank Manning's N
NSGD_XNCH	Main Channel Manning's N
NSGD_STCHL	Left Overbank Station
NSGD_STCHR	Right Overbank Station
NSGD_STCHL	Left Overbank Station	New Panel	Checked when X is equal to Left (NSGD_STCHL) / Right (NSGD_STCHR) Overbank station
NSGD_STCHR	Right Overbank Station	New Panel

XPSWMM/XPStorm Conversion Notes (InfoWorks)

Database Items

InfoWorks Run

InfoWorks Level

InfoWorks Rainfall

Network Objects

Nodes

Head discharge table (Inlet nodes)

Flow efficiency table (Inlet nodes)

Links

Conduits

Shape

Orifice

Sluice

User-defined control

Weir

Pump

Head discharge table (Links)

Channel

Channel shape

Flap valve

Subcatchments

Subcatchment

Land use

Runoff surface

Build-up/wash off land use

RTK hydrographs

Points

Network Results Point (2D)

Polygons

Polygon

Mesh zone

2D Zone

Mesh level zone

Roughness zone

IC zone - Hydraulic (2D)

Lines

2D Boundary

General lines

Cross section line

Related Information

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