Case study:Beekherstel Zuidelijk Afwateringskanaal - Revision history

Bas Wullems at 09:41, 1 April 2021

2021-04-01T09:41:54Z

← Older revision		Revision as of 09:41, 1 April 2021
Line 19:		Line 19:
	\|Picture description=Capelle Sluisbrug over het Zuidelijke Afwateringskanaal		\|Picture description=Capelle Sluisbrug over het Zuidelijke Afwateringskanaal
	\|Project summary=The Zuidelijk Afwateringskanaal water body is classified under the WFD system as M1a: buffered ditches. The entire water body is managed by water authority Rijn en IJssel. The Zuidelijk Afwateringskanaal is partly located in the province of Gelderland (municipality Berkelland) and partly in the province of Overijssel (municipality Hof van Twente). The water body is 10.7 km long and has a catchment of 4449 hectares. The Zuidelijks Afwateringskanaal is an engineered waterway. It discharges into the Twentekanaal. Water levels are managed with four adjustable weirs (one automatic) and five fixed weirs. None of these weirs are passable for fish. In this water body, a single minimal water level is pursued for each managed stretch, for which the weirs are used. The water body does not carry water all year long. In dry periods, the 24 upstream stretches of the water body run dry. The Zuidelijk Afweteringskanaal is mostly there for drainage. Water is being let into the water body from the Bolksbeek in dry periods. There are no sewage treatment plants present in this catchment.		\|Project summary=The Zuidelijk Afwateringskanaal water body is classified under the WFD system as M1a: buffered ditches. The entire water body is managed by water authority Rijn en IJssel. The Zuidelijk Afwateringskanaal is partly located in the province of Gelderland (municipality Berkelland) and partly in the province of Overijssel (municipality Hof van Twente). The water body is 10.7 km long and has a catchment of 4449 hectares. The Zuidelijks Afwateringskanaal is an engineered waterway. It discharges into the Twentekanaal. Water levels are managed with four adjustable weirs (one automatic) and five fixed weirs. None of these weirs are passable for fish. In this water body, a single minimal water level is pursued for each managed stretch, for which the weirs are used. The water body does not carry water all year long. In dry periods, the 24 upstream stretches of the water body run dry. The Zuidelijk Afweteringskanaal is mostly there for drainage. Water is being let into the water body from the Bolksbeek in dry periods. There are no sewage treatment plants present in this catchment.

			The water authority adapted its mowing regime in this stream to main channel mowing, mainly to get more experience with this vegetation removal strategy.
			\|Monitoring surveys and results=Backwater effects and vegetation regrowth are being monitored. Results are not yet known.
	\|Project title=Zuidelijke Afwateringskanaal		\|Project title=Zuidelijke Afwateringskanaal
	}}		}}

Bas Wullems at 14:53, 29 March 2021

2021-03-29T14:53:28Z

@@ Line 18: / Line 18: @@
 |Project picture=Capelle Sluisbrug over het Zuiderafwateringskanaal.jpg
 |Picture description=Capelle Sluisbrug over het Zuidelijke Afwateringskanaal
-|Project summary=Het waterlichaam Zuidelijk Afwateringskanaal behoort het waterlichaam type M1a: Gebufferde sloten. Het
+|Project summary=The Zuidelijk Afwateringskanaal water body is classified under the WFD system as M1a: buffered ditches. The entire water body is managed by water authority Rijn en IJssel. The Zuidelijk Afwateringskanaal is partly located in the province of Gelderland (municipality Berkelland) and partly in the province of Overijssel (municipality Hof van Twente). The water body is 10.7 km long and has a catchment of 4449 hectares. The Zuidelijks Afwateringskanaal is an engineered waterway. It discharges into the Twentekanaal. Water levels are managed with four adjustable weirs (one automatic) and five fixed weirs. None of these weirs are passable for fish. In this water body, a single minimal water level is pursued for each managed stretch, for which the weirs are used. The water body does not carry water all year long. In dry periods, the 24 upstream stretches of the water body run dry. The Zuidelijk Afweteringskanaal is mostly there for drainage. Water is being let into the water body from the Bolksbeek in dry periods. There are no sewage treatment plants present in this catchment.
 |Project title=Zuidelijke Afwateringskanaal
 }}

Alexrrc at 14:30, 30 September 2019

2019-09-30T14:30:13Z

← Older revision		Revision as of 14:30, 30 September 2019
Line 1:		Line 1:
	{{Case study status		{{Case study status
	\|Approval status=~~Draft~~		\|Approval status=Approved
	}}		}}
	{{Location		{{Location

MaritJob at 11:40, 30 September 2019

2019-09-30T11:40:15Z

← Older revision		Revision as of 11:40, 30 September 2019
Line 16:		Line 16:
	\|Name of parent multi-site project=Building with Nature		\|Name of parent multi-site project=Building with Nature
	\|Multi-site=No		\|Multi-site=No
			\|Project picture=Capelle Sluisbrug over het Zuiderafwateringskanaal.jpg
			\|Picture description=Capelle Sluisbrug over het Zuidelijke Afwateringskanaal
	\|Project summary=Het waterlichaam Zuidelijk Afwateringskanaal behoort het waterlichaam type M1a: Gebufferde sloten. Het		\|Project summary=Het waterlichaam Zuidelijk Afwateringskanaal behoort het waterlichaam type M1a: Gebufferde sloten. Het
	waterlichaam Zuidelijk Afwateringskanaal is volledig in beheer bij Waterschap Rijn en IJssel. Het waterlichaam		waterlichaam Zuidelijk Afwateringskanaal is volledig in beheer bij Waterschap Rijn en IJssel. Het waterlichaam

MaritJob at 11:27, 7 September 2019

2019-09-07T11:27:52Z

← Older revision		Revision as of 11:27, 7 September 2019
Line 54:		Line 54:
	\|Mean discharge category=1 - 10 m³/s		\|Mean discharge category=1 - 10 m³/s
	\|Mn discharge=1.94		\|Mn discharge=1.94
	\|Average channel gradient category=~~more~~ than 0.1		\|Average channel gradient category=Less than 0.001
	\|Avrg channel gradient=0.45		\|Avrg channel gradient=0.00045
	}}		}}
	{{Project background		{{Project background

MaritJob at 10:51, 7 September 2019

2019-09-07T10:51:37Z

← Older revision		Revision as of 10:51, 7 September 2019
Line 40:		Line 40:
	{{Site		{{Site
	\|Name=Zuidelijke Afwateringskanaal		\|Name=Zuidelijke Afwateringskanaal
			\|WFD water body code=NL07_0026
	\|WFD (national) typology=M1a,		\|WFD (national) typology=M1a,
	\|Pre-project morphology=Artificial channel,		\|Pre-project morphology=Artificial channel,

MaritJob at 10:30, 1 July 2019

2019-07-01T10:30:05Z

← Older revision		Revision as of 10:30, 1 July 2019
Line 14:		Line 14:
	\|Contact organisation url=www.wrij.nl/		\|Contact organisation url=www.wrij.nl/
	\|Partner organisations=STOWA		\|Partner organisations=STOWA
			\|Name of parent multi-site project=Building with Nature
	\|Multi-site=No		\|Multi-site=No
	\|Project summary=Het waterlichaam Zuidelijk Afwateringskanaal behoort het waterlichaam type M1a: Gebufferde sloten. Het		\|Project summary=Het waterlichaam Zuidelijk Afwateringskanaal behoort het waterlichaam type M1a: Gebufferde sloten. Het

MaritJob at 10:25, 1 July 2019

2019-07-01T10:25:11Z

← Older revision		Revision as of 10:25, 1 July 2019
Line 56:		Line 56:
	}}		}}
	{{Project background		{{Project background
	~~\|Reach length directly affected=10700~~
	\|Project started=2017		\|Project started=2017
	}}		}}

MaritJob at 10:15, 1 July 2019

2019-07-01T10:15:08Z

← Older revision		Revision as of 10:15, 1 July 2019
Line 40:		Line 40:
	\|Name=Zuidelijke Afwateringskanaal		\|Name=Zuidelijke Afwateringskanaal
	\|WFD (national) typology=M1a,		\|WFD (national) typology=M1a,
			\|Pre-project morphology=Artificial channel,
	\|Heavily modified water body=No		\|Heavily modified water body=No
	\|Protected species present=No		\|Protected species present=No
	\|Invasive species present=No		\|Invasive species present=No
	\|Dominant substrate=Sand,		\|Dominant substrate=Sand,
	\|River corridor land use=Grassland, Irrigated land,		\|River corridor land use=Grassland, Irrigated land, Plantation forestry,
	\|Average bankfull channel width category=2 - 5 m		\|Average bankfull channel width category=2 - 5 m
	\|Avrg bankfull channel width=3.91		\|Avrg bankfull channel width=3.91

MaritJob: MaritJob moved page Case study:Zuidelijke Afwateringskanaal to Case study:Beekherstel Zuidelijk Afwateringskanaal

2019-07-01T09:10:47Z

MaritJob moved page Case study:Zuidelijke Afwateringskanaal to Case study:Beekherstel Zuidelijk Afwateringskanaal

← Older revision	Revision as of 09:10, 1 July 2019
(No difference)