Water knowledge. Coupled modeling of groundwater and surface water for renaturation planning in the National Park Lower Odra

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1 Water knowledge Coupled modeling of groundwater and surface water for renaturation planning in the National Park Lower Odra Prof. Dr. Stefan Kaden, Bertram Monninkhoff WASY GmbH Institute for Water Resources Planning and Systems Research

2 Coupled modeling of groundwater and surface water for renaturation planning in the National Park Lower Odra Contents 1. The problem and the task 2. Method of coupling groundwater (FEFLOW) surface water (MIKE 11) 3. Model application for the National Park 2

3 1. The problem and the task The National Park Unteres Odertal is located along the Odra River between Hohenssaten and Mescherin/Staffelde. The area amounts to ha. On the Polish side there is the polish Landscape Protection Park Unteres Odertal (Park Krajobrazowy Dolina Dolnej Odry) with ha. Study area: polders at German side of the park 3

4 4

5 For the National Park a series of measures has been planned, to improve the aquatic environment in the managed inundation area along the Odra river, above others: prolongation of flooding periods in Spring time construction of a parallel river through the park as far as possible employing existing small water courses Major questions: How the planned measures work, how do they have to be managed, what are the environmental and socio-economic impacts? For impact analysis: coupled surface water groundwater model! 5

6 2. Coupled surface water groundwater model Basics: Groundwater model FEFLOW (WASY) Surface water model MIKE 11 (DHI) 6

7 MIKE11: structures MIKE11 (storage elements) Retention areas (Polders) Interface 1 SW-GW : IfmMIKE11 MIKE11 regular surface water Catchments & link channels Groundwater FEFLOW 7

8 Description of the Interface IfmMIKE11 : Principle of the coupling H Q FEFLOW Boundary MIKE11 H-Point GW-Model FEFLOW Water level Discharge FEFLOW Elements SW-Model MIKE 11 8

9 Coupling: IFM Call-Backs OnEditDocument ( ) Load MIKE11 data INIT_SIMULATION, SETUP_NOHPOINTS, Set initial water levels of MIKE11 to FEFLOW Boundaries Etc.. read budget fluxes for all patch groups m11dll.dll set budget fluxes to MIKE11 H-points (base flow) calculate time steps MIKE11 set final water levels to FEFLOW patch groups SM_PERFTIMESTEP, SM_CHANGEDT PF_SM_STOP 9

10 Description of the Interface IfmMIKE11 : general patching Observation Point Groups Automatically Pumping Station Patch Group I Patch Group II H-Point patched IFMMIKE11 Dialog H-Point not patched 10

11 Verification of spatial assignment (GUI) 11

12 12

13 Part of MIKE 11 model 13

14 Calibration Wasserstand am SW Schwedt I, berechnet Wasserstand am SW Schwedt II, berechnet Wasserstand am SW Schwedt I, gemessen Wasserstand am SW Schwedt II, gemessen Hohensaaten West AP, gemessen Hohensaaten West AP, berechnet 1.2 Wasserstand in münn Wasserspiegel in münn Schleuse Schwedt UP, gemessen Schleuse Schwedt UP, berechnet Tag nach Tag nach

15 Model application for the National Park Hohensaaten West UP Schleuse Schwedt UP Friedrichstal Datum Wasserstand in münn Hohensaaten-Finow Stützkow Schwedt Brücke Schleuse Schwedt OP Wasserstand in münn Datum

16 2. Model application for the National Park Variation of hydrological boundary conditions (Odra, groundwater recharge,..) Above others monthly mean flow mean high flow Part I: Prolongation of flooding 16

17 Results: Water table Polder 10 (mean flow) 17

18 Results Flooding of polders

19 Groundwater tables at conflict points agriculture = major impact! 19

20 2. Model application for the National Park Part II:Principle study on parallel water course 20

21 Flooded % 21

22 Part II:Principle study on parallel water course may be no no 22

23 2. Model application for the National Park Part III: Planning parallel river Polder 10 23

24 Polder 10 with weirs Faule Pleetzig 24

25 Planning variants for the parallel river Abwasserdruckleitung Engestrom Anschlussgraben Neues Bauwerk: Breite: 5.0 m Sohle: -1.0 münn BW Weidewiesen 25

26 Mean flow at MW (Odra) Objective PEPL ~15 m³/s) Variant 1: mean 4,99 m³/s, max. 6,88 m³/s Variant 2: mean 2,56 m³/s, max. 4,35 m³/s Variant 3: mean 3,11 m³/s, max. 4,10 m³/s Variant 4: mean 7,2 m³/s, max. 10,7 m³/s No dedicated parallel river! 26

27 Flooded areas Variant 1 (MW) (Max.) (Min.) 27

28 Flooded areas Variant 4 (MW) (Max.) (Min.) 28

29 Comparison of variants Not flooded (ha) flooded (ha) % flooded Var 1 (MW) 998,0 773,4 43,7 Var 2 (MW) 1 080,0 691,3 39,0 Var 3 (MW) 9 49,6 821,7 46,4 Var 4 (MW) 1 033,4 738,0 41,7 Var 4 (MNW) 1 593,4 178,0 10,0 29

30 Difference groundwater table 30

31 31

32 32

33 33

34 Potenzieller Konflikt Güte Oberflächenwasser Sedimentation und Stoffeintrag Güte Grundwasser Bewertung potenziell gering betroffen Kaum Veränderungen gegenüber Ist-Zustand nicht betroffen Kommentar primär abhängig von klimatischen und Abflussverhältnissen Sedimentation unterstützt, sofern sie relevant ist, auentypische Prozesse Wassernutzungen nicht betroffen Deiche Bebauung Schwedt Altlasten Hafen Sonstige Bauwerke, Objekte Leitungstrassen Touristisches Wegenetz Landwirtschaft Wasserbilanz Rückstaupunkt nicht signifikant betroffen nicht betroffen kaum betroffen kaum betroffen kaum betroffen stark betroffen kaum betroffen kaum betroffen potenzielle Auswirkungen auf Deichpflege und unterhaltung (Stellungnahme ) eingeschränkte Zugänglichkeit wenig eingeschränkte Zugänglichkeit (Stellungnahme ) eingeschränkte Zugänglichkeit nur in geringem Maße stark eingeschränkte Bewirtschaftbarkeit der Flächen, voraussichtlich bereichsweise (oder total) Flächenangabe, ggf. Ertragseinbußen Veränderungen der Abflussverhältnisse Oder / HFW und damit der Wasserbilanz sind vernachlässigbar Veränderungen des Rückstaupunktes bewegen sich im Rahmen des aktuellen Rückstaupunktes bei Winterflutung 34

35 Thank you for your attention! 35

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