welcome to emschergenossenschaft!
TRANSCRIPT
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Welcome toEmschergenossenschaft!
� The waterboard’s tasks for river basin management
� Stormwater management – background, chances and restrictions
� Site visit: what are you going to see the next days ?
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Emscher catchment
EMSCHER-GENOSSENSCHAFT
2,4Inhabitants Mio
2.775Inhabitants/ km2
156Members
865Catchment km2
1899Foundation
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Tasks within river basin management
Wastewater disposal• WW discharge
• WW treatment
• Sludge treatment and utilisation
Flood protection
Maintenance and developmentof watercourses
Stormwater management
Groundwatermanagement
Planning and consultation services
Delivery of water for industrial use
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Emscher System: historical development
� 19th century: Detection of large coal deposits, Opening of coal minesIndustrial development, heavy increase of population and sewageProblems with sewage transport due to mining subsidence; deseases
� Decision to use the river Emscherand its tributaries as an open wastewater discharge system
� Wastewater of the whole Emschercatchment area treated at the Emscher mouth treatment plant (leading to the Rhine)
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New waterbodies for a modified region
old profile
wastewater sewer
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Planning targets of Emscher reconstruction
New „Emscher Valley“
• Continuous green habitat along the Emscher,
length 80 km
• Valuable natural enviroment network along
the new clean tributaries
• Creation of green and open spaces
• Design of landscape and the urban spaces
• Improvement of living conditions
• Economic upgrading of the whole Emscher Region
Improvement of runoff-regime is necessary:
Sustainable urban drainage systems
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How to create SUDS
• Federal water law: stormwater management at site is obligatory for new settlements/buildings, but:
• More or less no development of new settlements
• Existing drainage systems have a right of continuan ce
• All changes are voluntarily (but not for free)
• Persuading and supporting is necessary
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Future convention for storm waterofficial signing 31.10.2005
• regionwideconsensusfor SUDS!
• AIM: 15% less sewerdischargeuntil 2020
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Persuasive:Fee system for stormwater
• Drainage/sewer system in waterboard catchments consi sts of two parts: municipal sewers and superior system of water board (e.g. storage buildi ngs, wwtp).
• Municipalities pay to the water boards for the main tenance of the superior system.
• For both, inhabitants pay to the municipalities.• Fee is divided belonging to nature of discharge:
- per m³ wastewater (average 2,40 €/m³)- per m² impervious area for stormwater (average 0,90 € /m² * y).
• In regions without water bodies (outside North Rhin e-Westfalia) the whole system is in held and maintained by municipal ities
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Experiences from 20 yearsdisconnection in existing settlements
• “General” promotion (with brochures, newspaper articl es etc.) is only of small impact for projects but helpful for a wareness-rising in Germany – other experiences in the Netherlands!
• Financial support is a helpful but solely crucial f actor
• The barriers of bureaucratic effort should not be u nderestimated
• Information and consulting campaigns must be well-p repared with individual arguments
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Housing companies boundary conditions
• No financial advantages possible: drainage fee is p art of additional rental expenses
• Improvement of (ecological) image: better surroundi ng combined with lower costs for tenants
• Disconnection can be (low-cost) part of a general m odernization process
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Housing companies some examples
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Industry and businessboundary conditions
• Economy is the strongest argument, sometimes supple mented by image
• Design follows functions – or is no criteria (except ion: entrance situation)
• First contact must be well-prepared for the special situation at site
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Industry and businesssome examples
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Public buildingsboundary conditions
• Excellent locations to spread the idea, make the theme popular
• Also often big impervious areas (schoolyards)
• Water theme for lessons in biology and other subjec ts
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Public buildings and schoolssome examples
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Conclusions
• (More) legislative support welcome
• Changes in drainage statues (in accordance with right of continuance)
• Holistic approaches necessary:urban – green – climate – drainage planningto identify common needs and develop multitasking solutions
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Masterplan Emscher-Zukunft official release 2006
• Result of 3 years discussion with all regional stakehold ers, planning partners and decision makers:3 district councils, 17 municipalities, politicians, federal ministryof environment, regional union Ruhrgebiet (regional organisationfor planning of non-municipal spaces and parks, bicycle trackwaysetc.), highway department…
• Agreement to common goals
• No binding character
• Focus on Emscher and space around banks,not on complete river basin
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Masterplan Emscher-Zukunft
• Until 2014: regional additional of (individual) water provisionframework planning for all municipalities
• Implementation of combined planning for- attractive urban quartiers (shrinking region!)- climate adaptation – avoiding urban heat islands- prevention against urban flash flood: local retention, temporary flood storage
• …
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Any questions ?
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Dortmund: Phönix-See
Let‘s get a bit more into detail….
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Until 1990s:Phoenix West and Hermannshütte
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General targets of development
planning-targets PHOENIX West:• High quality sites for sustainable industrial sectors• Technology park, high standard of service quality for bu sinesses
planning-targets Lake PHOENIX:• High quality housing and leisure facilities• Upgrading Hörde district centre
planning-targets new Emscher• Ecological revaluation of the Emscher River Area• Leisure & recreation
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The future: housing at the northern lakeshore
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Planning:data of urban development Lake PHOENIX
• lake and lakeside terrain 40 ha
• housing 24 ha
• commercial 10 ha
• roads 12 ha
• green areas 11 ha
total 98 ha
• flats/houses approx. 1,300
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Lake PHOENIX: surface = 24 ha
volume = 850,000 m 3
(incl. Stormwater retention250,000 m3, n = 25a)
depth = 2.5 m - 3 m
length/breadth: 1,200 m / 300 m
Emscher valley: area = 12 ha
length/width = 1,600 m / 50 m
Emscher river: depth/width = 1,5 m / 4 m
discharge = 250 l/s (stormwater, n = 25a, 30m 3/s)
Planning data water engineering