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Large scale 2D-river modelling in German waterways –
experiences, results and wishes for the future
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
Dr.-Ing. Markus Promny
Dipl.-Ing. Matthias Hammer
M.Sc. Wiebke Schramm
M.Sc. Steffen Holl
Dipl.-Geoökol. Marcus Hatz
promny@bafg.de
Federal Institute of Hydrology (BfG)
Am Mainzer Tor 1
D-56068 Koblenz
Our aim: Modelling and understanding of all aspects of our river systems
Three main fields of work: water quantity, quality and ecology
2
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
Weser river (360 km)
• contractor: Hydrotec
• main objective: improved
rating curves for 22 gauges
Elbe + Havel rivers (410 km)
• BfG modelling team
• main objective: improved
flood protection (triggered
by 2013 flood event)
Delft3D FM
models at BfG
Elbe-Havel models
Layout
3
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
Elbe (free flowing)
2 planned polders
dike relocations
vegetation and flood plain measures
Havel polder region (3 impoundments)
6 existing polders (filled by dike removal)
optimization of flood retention scheme
Havel + Spree region (4 impoundments)
optimization of weir operation
directly coupled
(storage of Elbe water in Havel polders)
Data base and model specifications
4
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
• curved rectangular grid in main channels
• triangles in flood plains and polders
• groynes as grid-independent fixed weirs
• 1-D elements for small tributaries and
connecting channels
topography:
digital terrain models (1m-resolution)
roughness:
• digital land-use models
(trachytope type in flood plain)
• simplified van Rijn equation in main
channels with parameter A used
for calibration
data base:
machine:
Dell LINUX high-performance -cluster >300 cpu
meas./mod. 2013 flood
5
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
Calibration and Validation
gauge measurements, water level measurements, discharges,
inundation maps
calibration
validation
meas./mod. 2011 flood
6
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
depth averaged velocities 10 June 2013 at 00:00
Video
polder inlet
Warnau
Simulation of past flood events
example: flow patterns at 2013 flood event
7
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
Simulation of past flood events
inundation of 2013 flood
inundation on 15 June 2013
model result aerial photo
source: LfU Brandenburg
Scenarios for optimization
8
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
• scenarios without actual dike breaks
• position and size of polder inlets
• retention scheme based on impoundment operation of Havel / Spree
• operation scheme of inlet weir from Elbe to Havel „Neuwerben“
Situation of Havel mouth into Elbe
9
Elbemodell
(seit 2014)
Havelpoldermodell
(seit 2016)
Havel-Spree-Modell
(seit 2019)
weir group including
weir Neuwerben
weir Gnevsdorf
Schafhorst/Twerl
Vehlgast/Flöthgraben
Gr. Grabenniederung
Warnau
Trübengraben
Kümmernitz
2013 flood: Havelberg hydrograph (mod./meas.)
Havel inflow hydrograph
(mod./meas.)
RTC of weir Neuwerben
10
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
effective observation point
at existing gauge „Neuwerben EP“
new observation point
gauge „Neuwerben new“?
rating curve influenced
by weir discharge!
increasing
weir
discharge
0 … 700 m³/s
weir Neuwerben
11
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
RTC of weir Neuwerben
effective control scheme:
w.r.t. pre calculated discharge (of weir Neuwerben) for capping of gauge Wittenberge (Elbe)
suggested control scheme:
w.r.t. pre calculated water level (at gauge „Neuwerben new“)
modelled water level
effective
suggested
of gauge Wittenberge
Outlook
14
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
existing
Delft3D FM
models at BfG
step-by-step
extension
of Delft3D
model network
possibly first by
import of 1D-
SOBEK-models
or existing
other 2D-
models
Thank you very much for your attention!
15
Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019
PolderHavel
polder inlet Warnau 10 June 2013
(photo: LHW Sachsen-Anhalt)
model result for inlet Warnau 10 June 2013
Polder

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DSD-INT 2019 Large scale 2D-river modelling in German waterways-Promny

  • 1. Large scale 2D-river modelling in German waterways – experiences, results and wishes for the future Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 Dr.-Ing. Markus Promny Dipl.-Ing. Matthias Hammer M.Sc. Wiebke Schramm M.Sc. Steffen Holl Dipl.-Geoökol. Marcus Hatz promny@bafg.de Federal Institute of Hydrology (BfG) Am Mainzer Tor 1 D-56068 Koblenz
  • 2. Our aim: Modelling and understanding of all aspects of our river systems Three main fields of work: water quantity, quality and ecology 2 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 Weser river (360 km) • contractor: Hydrotec • main objective: improved rating curves for 22 gauges Elbe + Havel rivers (410 km) • BfG modelling team • main objective: improved flood protection (triggered by 2013 flood event) Delft3D FM models at BfG
  • 3. Elbe-Havel models Layout 3 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 Elbe (free flowing) 2 planned polders dike relocations vegetation and flood plain measures Havel polder region (3 impoundments) 6 existing polders (filled by dike removal) optimization of flood retention scheme Havel + Spree region (4 impoundments) optimization of weir operation directly coupled (storage of Elbe water in Havel polders)
  • 4. Data base and model specifications 4 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 • curved rectangular grid in main channels • triangles in flood plains and polders • groynes as grid-independent fixed weirs • 1-D elements for small tributaries and connecting channels topography: digital terrain models (1m-resolution) roughness: • digital land-use models (trachytope type in flood plain) • simplified van Rijn equation in main channels with parameter A used for calibration data base: machine: Dell LINUX high-performance -cluster >300 cpu
  • 5. meas./mod. 2013 flood 5 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 Calibration and Validation gauge measurements, water level measurements, discharges, inundation maps calibration validation meas./mod. 2011 flood
  • 6. 6 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 depth averaged velocities 10 June 2013 at 00:00 Video polder inlet Warnau Simulation of past flood events example: flow patterns at 2013 flood event
  • 7. 7 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 Simulation of past flood events inundation of 2013 flood inundation on 15 June 2013 model result aerial photo source: LfU Brandenburg
  • 8. Scenarios for optimization 8 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 • scenarios without actual dike breaks • position and size of polder inlets • retention scheme based on impoundment operation of Havel / Spree • operation scheme of inlet weir from Elbe to Havel „Neuwerben“
  • 9. Situation of Havel mouth into Elbe 9 Elbemodell (seit 2014) Havelpoldermodell (seit 2016) Havel-Spree-Modell (seit 2019) weir group including weir Neuwerben weir Gnevsdorf Schafhorst/Twerl Vehlgast/Flöthgraben Gr. Grabenniederung Warnau Trübengraben Kümmernitz 2013 flood: Havelberg hydrograph (mod./meas.) Havel inflow hydrograph (mod./meas.)
  • 10. RTC of weir Neuwerben 10 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 effective observation point at existing gauge „Neuwerben EP“ new observation point gauge „Neuwerben new“? rating curve influenced by weir discharge! increasing weir discharge 0 … 700 m³/s weir Neuwerben
  • 11. 11 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 RTC of weir Neuwerben effective control scheme: w.r.t. pre calculated discharge (of weir Neuwerben) for capping of gauge Wittenberge (Elbe) suggested control scheme: w.r.t. pre calculated water level (at gauge „Neuwerben new“) modelled water level effective suggested of gauge Wittenberge
  • 12. Outlook 14 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 existing Delft3D FM models at BfG step-by-step extension of Delft3D model network possibly first by import of 1D- SOBEK-models or existing other 2D- models
  • 13. Thank you very much for your attention! 15 Delft3D - User Days (Day 1): Hydrology and hydrodynamics – 11.11.2019 PolderHavel polder inlet Warnau 10 June 2013 (photo: LHW Sachsen-Anhalt) model result for inlet Warnau 10 June 2013 Polder