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Experiences in The Netherlands

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Presentation on theme: "Experiences in The Netherlands"— Presentation transcript:

1 Experiences in The Netherlands
Mixing Zones Experiences in The Netherlands

2 Water quality based approach
Sources Emission based approach Surface water

3 Observations Focus used to be on emission based approach
Application of BAT/BEP to all sources Despite progress, levels of substances still exceed standards Clearer match between water quality objectives and emission reduction is necessary

4 Mixing zones where two watercourses join there is a mixing zone
difference in flow difference in concentration as long as Cdischarge > Csurface water there is a mixing zone as long as Cdischarge > EQS there is an area of exceedance

5 Mixing zone

6 At the monitoring station?
Mixing zones where should an EQS be met? Everywhere? At the monitoring station? X

7 A description of each mixing zone is nonsense
A description of a general approach might make sense

8 Discharge test ( Start )

9 Discharge test No problem to make it very complex
Complex models; a lot of information and resources are needed Be pragmatic

10 Criteria Discharge test
No significant contribution to exceedance of EQS No acute effects on the aquatic ecosystem within the mixing zone No acute effects on sediment dwelling organisms within the mixing zone

11 Discharge test EXPERT DETAILED RESEARCH Fast and easy
Little info needed EXPERT DETAILED RESEARCH Time consuming Lots of data needed

12 Distribution pattern X- ax C Y-ax

13 Discharge test

14 Findings large receiving waters, no additional controls above BAT
smaller receiving waters, additional controls

15 Developments Discharge test for thermal discharges
Discharge test for tidal waters Discharge test for marine waters

16 Thank you for your attention

17

18 Discharge situation Perpendicular to the flow
In line with the flow near shore Half of depth Perpendicular to the flow

19 CE CW jet plume watersurface bottom

20 TEST AREA W < 100 m CIRCA 1/4 W 10 . W Discharge

21 TEST AREA 5 to 10 % van B B > 100 m MAXIMUM 1000 m Discharge

22 Risk level Quality standard Serious Risk SR Intervention value
Maximum acceptable risk MAR MAR Negligible risk NR Target value 1/100 of MAR


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