Check Files 1d hydroprop - Revision history

Anne.Kolega: changed hydprop to hydropop

2026-02-24T01:22:55Z

changed hydprop to hydropop

← Older revision		Revision as of 11:22, 24 February 2026
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	This file contains information on the hydraulic properties of the 1D channels.<br>		This file contains information on the hydraulic properties of the 1D channels.<br>
	<br>		<br>
	'''Attributes of ~~hydprop_check~~'''<br>		'''Attributes of hydoprop_check'''<br>
	{\| align="center" class="wikitable" width="75%"		{\| align="center" class="wikitable" width="75%"
	! style="background-color:#005581; font-weight:bold; color:white;"\| Attribute Name		! style="background-color:#005581; font-weight:bold; color:white;"\| Attribute Name

Anne.Kolega: added 'cause' for readability

2026-02-17T00:34:01Z

added 'cause' for readability

← Older revision		Revision as of 10:34, 17 February 2026
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	\|}		\|}

	The hydraulic properties at the top of the channel can be very useful to map to ensure there are no sudden changes in channel geometry or input data that can stability issues. An example of mapping the conveyance in GIS for MapInfo can be found here: [[MapInfo_Style_Check_Files#Example_Mapping_1D_TSMB.mif_Layer_.28To_Diagnose_Instability_Locations.29 \| MapInfo thematically mapping of hydroprop check file]].		The hydraulic properties at the top of the channel can be very useful to map to ensure there are no sudden changes in channel geometry or input data that can cause stability issues. An example of mapping the conveyance in GIS for MapInfo can be found here: [[MapInfo_Style_Check_Files#Example_Mapping_1D_TSMB.mif_Layer_.28To_Diagnose_Instability_Locations.29 \| MapInfo thematically mapping of hydroprop check file]].
	<br>		<br>

Emilie Nielsen at 02:20, 5 January 2026

2026-01-05T02:20:06Z

← Older revision		Revision as of 12:20, 5 January 2026
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	\|}		\|}

	The hydraulic properties at the top of the channel can be very useful to map to ensure there are no sudden changes in channel geometry or input data that can stability issues. An example of mapping the conveyance in GIS can be found here:~~<br>~~		The hydraulic properties at the top of the channel can be very useful to map to ensure there are no sudden changes in channel geometry or input data that can stability issues. An example of mapping the conveyance in GIS for MapInfo can be found here: [[MapInfo_Style_Check_Files#Example_Mapping_1D_TSMB.mif_Layer_.28To_Diagnose_Instability_Locations.29 \| MapInfo thematically mapping of hydroprop check file]].
	* [[MapInfo_Style_Check_Files#Example_Mapping_1D_TSMB.mif_Layer_.28To_Diagnose_Instability_Locations.29 \| Mapinfo thematically mapping of hydroprop check file]]
	* QGIS (to be created)
	* ArcMap (to be created)

	<br>		<br>

	The image below shows a hydroprop layer styled by the conveyance attribute.<br>		The image below shows a hydroprop layer styled by the conveyance attribute.<br>
			<br>
	[[File:Check Files 1d hydroprop 01.jpg]]
			[[File:1d_hydroprop_check_01a.png]]
	<br><br>		<br><br>

Emilie Nielsen at 23:44, 22 September 2024

2024-09-22T23:44:39Z

← Older revision		Revision as of 09:44, 23 September 2024
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	\| DS_Node_ID\|\|The downstream node ID for the channel.		\| DS_Node_ID\|\|The downstream node ID for the channel.
	\|-		\|-
	\| Channel_Type\|\|The channel type, see the <u>[https://~~downloads~~.tuflow.com/~~TUFLOW~~/~~Releases~~/~~Latest~~/~~TUFLOW%20Manual.pdf~~ TUFLOW Manual]</u> for a list of channel types.<br>		\| Channel_Type\|\|The channel type, see the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for a list of channel types.<br>
	For example, an '''"S"''' type channel is a standard open channel, an '''"R"''' type channel is a rectangular culvert.		For example, an '''"S"''' type channel is a standard open channel, an '''"R"''' type channel is a rectangular culvert.
	\|-		\|-
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	For some new structures this is the Cd coefficient.		For some new structures this is the Cd coefficient.
	\|-		\|-
	\| Elev_at_Top\|\|The highest elevation in the channel, for an open channel, this is the high point in the cross-section. For a structure the average channel obvert is output (calculated by adding the pipe height to the upstream and downstream invert levels and taking the average). Note that the water level can rise above this. See the ECF command <font color="blue"><tt>Depth Limit Factor</font><font color="red"> == </font></tt> in the <u>[https://~~downloads~~.tuflow.com/~~TUFLOW~~/~~Releases~~/~~Latest~~/~~TUFLOW%20Manual.pdf~~ TUFLOW Manual]</u> for more information on this.		\| Elev_at_Top\|\|The highest elevation in the channel, for an open channel, this is the high point in the cross-section. For a structure the average channel obvert is output (calculated by adding the pipe height to the upstream and downstream invert levels and taking the average). Note that the water level can rise above this. See the ECF command <font color="blue"><tt>Depth Limit Factor</font><font color="red"> == </font></tt> in the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u> for more information on this.
	\|-		\|-
	\| Depth\|\|The depth of the channel at the top elevation (see above).		\| Depth\|\|The depth of the channel at the top elevation (see above).

Emilie Nielsen at 03:23, 5 August 2024

2024-08-05T03:23:45Z

← Older revision		Revision as of 13:23, 5 August 2024
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	\| DS_Node_ID\|\|The downstream node ID for the channel.		\| DS_Node_ID\|\|The downstream node ID for the channel.
	\|-		\|-
	\| Channel_Type\|\|The channel type, see TUFLOW ~~manual~~ for a list of channel types.<br>		\| Channel_Type\|\|The channel type, see the <u>[https://downloads.tuflow.com/TUFLOW/Releases/Latest/TUFLOW%20Manual.pdf TUFLOW Manual]</u> for a list of channel types.<br>
	For example an '''"S"''' type channel is a standard open channel, an '''"R"''' type channel is a rectangular culvert.		For example, an '''"S"''' type channel is a standard open channel, an '''"R"''' type channel is a rectangular culvert.
	\|-		\|-
	\| Manning_n\|\|The primary Manning's n value for the channel. If this varies across the channel, e.g. an open channel with cross-section, the Manning's n value at the lowest point is reported.<br>		\| Manning_n\|\|The primary Manning's n value for the channel. If this varies across the channel, e.g. an open channel with cross-section, the Manning's n value at the lowest point is reported.<br>
	For some new structures this is the Cd coefficient.		For some new structures this is the Cd coefficient.
	\|-		\|-
	\| Elev_at_Top\|\|The highest elevation in the channel, for an open channel, this is the high point in the cross-section. For a structure the average channel obvert is output (calculated by adding the pipe height to the upstream and downstream invert levels and taking the average). Note that the water level can rise above this. See the ~~.ecf~~ command <font color="blue"><tt>Depth Limit Factor</tt></font> == for more information on this.		\| Elev_at_Top\|\|The highest elevation in the channel, for an open channel, this is the high point in the cross-section. For a structure the average channel obvert is output (calculated by adding the pipe height to the upstream and downstream invert levels and taking the average). Note that the water level can rise above this. See the ECF command <font color="blue"><tt>Depth Limit Factor</font><font color="red"> == </font></tt> in the <u>[https://downloads.tuflow.com/TUFLOW/Releases/Latest/TUFLOW%20Manual.pdf TUFLOW Manual]</u> for more information on this.
	\|-		\|-
	\| Depth\|\|The depth of the channel at the top elevation (see above).		\| Depth\|\|The depth of the channel at the top elevation (see above).
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	The image below shows a hydroprop layer styled by the conveyance attribute.<br>		The image below shows a hydroprop layer styled by the conveyance attribute.<br>
	[[File:Check Files 1d hydroprop 01.jpg]]		[[File:Check Files 1d hydroprop 01.jpg]]
			<br><br>

			{{Tips Navigation
			\|uplink=[[TUFLOW_Check_Files \| TUFLOW Check Files]]
			}}

Emilie Nielsen at 01:49, 5 April 2024

2024-04-05T01:49:36Z

← Older revision		Revision as of 11:49, 5 April 2024
Line 32:		Line 32:

	The hydraulic properties at the top of the channel can be very useful to map to ensure there are no sudden changes in channel geometry or input data that can stability issues. An example of mapping the conveyance in GIS can be found here:<br>		The hydraulic properties at the top of the channel can be very useful to map to ensure there are no sudden changes in channel geometry or input data that can stability issues. An example of mapping the conveyance in GIS can be found here:<br>
	* [[MapInfo_Style_Check_Files#~~Example_hydroprop_check_file~~ \| Mapinfo thematically mapping of hydroprop check file]]		* [[MapInfo_Style_Check_Files#Example_Mapping_1D_TSMB.mif_Layer_.28To_Diagnose_Instability_Locations.29 \| Mapinfo thematically mapping of hydroprop check file]]
	* QGIS (to be created)		* QGIS (to be created)
	* ArcMap (to be created)		* ArcMap (to be created)

Pavlina Monhartova at 05:42, 17 September 2018

2018-09-17T05:42:21Z

← Older revision		Revision as of 15:42, 17 September 2018
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	\| Flow_Area\|\|The flow area at the top of the channel.		\| Flow_Area\|\|The flow area at the top of the channel.
	\|-		\|-
	\| Conveyance\|\|The conveyance value at the top of the channel. This is -1 for structure channels.		\| Conveyance\|\|The conveyance value at the top of the channel. This is -1 for some structure channels.
	\|}		\|}

Par at 02:50, 2 February 2016

2016-02-02T02:50:05Z

← Older revision		Revision as of 12:50, 2 February 2016
Line 28:		Line 28:
	\| Flow_Area\|\|The flow area at the top of the channel.		\| Flow_Area\|\|The flow area at the top of the channel.
	\|-		\|-
	\| Conveyance\|\|The conveyance value at the top of the channel.		\| Conveyance\|\|The conveyance value at the top of the channel. This is -1 for structure channels.
	\|}		\|}

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	* QGIS (to be created)		* QGIS (to be created)
	* ArcMap (to be created)		* ArcMap (to be created)

			<br>
			The image below shows a hydroprop layer styled by the conveyance attribute.<br>
			[[File:Check Files 1d hydroprop 01.jpg]]

Teegan.Burke at 01:12, 1 December 2015

2015-12-01T01:12:20Z

← Older revision		Revision as of 11:12, 1 December 2015
Line 18:		Line 18:
	For some new structures this is the Cd coefficient.		For some new structures this is the Cd coefficient.
	\|-		\|-
	\| Elev_at_Top\|\|The highest elevation in the channel, for an open channel, this is the high point in the cross-section. For a structure the channel obvert is ~~reported~~. Note that the water level can rise above this. See the .ecf command <font color="blue"><tt>Depth Limit Factor</tt></font> == for more information on this.		\| Elev_at_Top\|\|The highest elevation in the channel, for an open channel, this is the high point in the cross-section. For a structure the average channel obvert is output (calculated by adding the pipe height to the upstream and downstream invert levels and taking the average). Note that the water level can rise above this. See the .ecf command <font color="blue"><tt>Depth Limit Factor</tt></font> == for more information on this.
	\|-		\|-
	\| Depth\|\|The depth of the channel at the top elevation (see above).		\| Depth\|\|The depth of the channel at the top elevation (see above).

Par at 01:33, 19 June 2015

2015-06-19T01:33:48Z

← Older revision		Revision as of 11:33, 19 June 2015
Line 1:		Line 1:
			This file contains information on the hydraulic properties of the 1D channels.<br>
⚫	To be created
			<br>
			'''Attributes of hydprop_check'''<br>
			{\| align="center" class="wikitable" width="75%"
			! style="background-color:#005581; font-weight:bold; color:white;"\| Attribute Name
			! style="background-color:#005581; font-weight:bold; color:white;" width=75%\| Attribute Description
			\|-
			\| ID\|\|The channel ID.
			\|-
			\| US_Node_ID\|\|The upstream node ID for the channel.
			\|-
			\| DS_Node_ID\|\|The downstream node ID for the channel.
			\|-
			\| Channel_Type\|\|The channel type, see TUFLOW manual for a list of channel types.<br>
			For example an '''"S"''' type channel is a standard open channel, an '''"R"''' type channel is a rectangular culvert.
			\|-
			\| Manning_n\|\|The primary Manning's n value for the channel. If this varies across the channel, e.g. an open channel with cross-section, the Manning's n value at the lowest point is reported.<br>
			For some new structures this is the Cd coefficient.
			\|-
			\| Elev_at_Top\|\|The highest elevation in the channel, for an open channel, this is the high point in the cross-section. For a structure the channel obvert is reported. Note that the water level can rise above this. See the .ecf command <font color="blue"><tt>Depth Limit Factor</tt></font> == for more information on this.
			\|-
			\| Depth\|\|The depth of the channel at the top elevation (see above).
			\|-
			\| Flow_Width\|\|The flow width at the top of channel.
			\|-
			\| Storage_Width\|\|The storage width at the top of the channel.
			\|-
			\| Flow_Area\|\|The flow area at the top of the channel.
			\|-
			\| Conveyance\|\|The conveyance value at the top of the channel.
			\|}

			The hydraulic properties at the top of the channel can be very useful to map to ensure there are no sudden changes in channel geometry or input data that can stability issues. An example of mapping the conveyance in GIS can be found here:<br>
			* [[MapInfo_Style_Check_Files#Example_hydroprop_check_file \| Mapinfo thematically mapping of hydroprop check file]]
		⚫	* QGIS (to be created)
			* ArcMap (to be created)