2015 DHI UK & Ireland Symposium
Modelling of Extreme Conditions for Wave Overtopping at Weymouth Bay
Oliver Way (Hyder Consulting), Tuesday 21 April 2015 at 16:00 - 16:20
A wave model study of Weymouth Bay was undertaken for Weymouth and Portland Borough Council to investigate flooding in the historical centre of Weymouth which is understood to be caused by tidal and fluvial waters overtopping flood defences, groundwater rising above ground level in response to high tides and heavy rain and wave overtopping along the open coast / Esplanade. The wave modelling results in this study are used to provide input conditions to the overtopping calculations which will in turn be used as inputs to the models of overland flow to provide flood extents. MIKE 21 SW was applied to simulate extreme wave conditions with combined extreme water levels. The model domain extends from Chesil Beach in the west to Lulworth Cove in the east. Extreme water level data were supplied by the Environment Agency for Weymouth from the Coastal flood boundary conditions for UK mainland and islands report (Environment Agency, 2012). Extreme wave values were also obtained from this Environment Agency report at offshore locations on the model boundary. Extreme wave conditions were considered for three directional sectors: south west, south and south east. A joint probability approach was applied for a range of return periods and climate change epochs. Wave data were extracted at nearshore locations along the beach front of Weymouth Bay. These data were used as input conditions for wave overtopping calculations (EurOtop) at site specific points along the beach to determine overtopping discharge rates along the beach front.
2. Project summary
• This study has been produced for Weymouth and Portland Borough
Council utilising the Environment Agency’s Water and Environment
Management (WEM) Framework. It forms part of a wider scope of
work, Weymouth Bay Coastal Processes Study, that includes the
following elements:
• Wave and tide modelling
• Wave overtopping analysis, flood modelling and flood
mapping
• Geomorphology review and cliff erosion assessment
• Flood defence option appraisals
• Gathering of environmental information
3. Wave model set up
• MIKE21 SW was used to investigate the nearshore wave conditions at
Weymouth Bay under extreme wave and water level boundary conditions.
4. Boundary conditions
• Extreme water level data: Environment Agency for Weymouth from the
Coastal flood boundary conditions for UK mainland and islands report
(Environment Agency, 2012).
• Extreme wave data: also from Environment Agency report at offshore
locations on the model boundary. Extreme wave conditions were
considered for three directional sectors: south west, south and south east.
7. Sea level rise
• An adjustment for sea level rise to the extreme water levels was applied to
account for potential future coastal flooding. Projections of relative mean
sea level were provided by EA Guidance Note: Adapting to Climate
Change: Advice for Flood and Coastal Erosion Risk Management
Authorities (Environment Agency, 2011).
– 4 mm/yr up to 2025,
– 8 mm/yr for 2026 to 2050,
– 11 mm/yr for 2051 to 2080 and
– 15 mm/yr between 2081 and 2115.
• The return period values of extreme water level provided by the
Environment Agency are referenced from a base year of 2008. Therefore,
the extreme water levels have been adjusted to present day levels (2015)
and further projections are made for 2065, 2115 and 2126.
8. Joint probability
• Joint probability was estimated in accordance with EA/Defra guidance
contained within Use of Joint probability Methods in Flood Management, A
Guide to Best Practice, 2005. A “super” correlated relationship between
water level and wave conditions has been assumed using the guidance
Figures in EA/Defra 2005.
9. Simulations
• Joint probability
– 1, 2, 5, 10, 25, 50, 75, 100, 200, 1000
• Climate change
– 2015, 2065, 2115, 2126
• Total = 40 for each of the 3 directional sectors
– South west, south, south east
– For resultant and swell wave data
11. Model validation
• Time series wave data were not available
at the model boundary to make a direct
comparison with time series data further
inshore on the model domain.
• A 50 year storm event was identified
from the Channel Coastal Observatory
(CCO) report Review of south coast
beach response to wave conditions in
the winter of 2013-2014.
• Due to the limited availability of time
series wave data at the model boundary,
this was considered to be an appropriate
method of validation for the Weymouth
MIKE21 SW model.
12. Swell or resultant wave data
• Resultant wave data was determined to produce larger nearshore wave heights.
19. • Wave conditions extracted in the nearshore regions are used as input conditions
for wave overtopping calculations (EurOtop).
• Beach profiles from CCO profile data are used to determine the profile
characteristics for overtopping such as slope and crest height.
• Wave overtopping is calculated with a varying tidal water level.
• Conditions of normal and eroded beach profiles are considered with median and
95th percentile extreme water levels.
• Wave overtopping discharge rates are used as input boundary conditions for land
flood modelling (TUFLOW).
Wave overtopping and coastal flooding
20. • Many short runs for all return periods and climate change.
• Python used to create multiple steering files from boundary condition
matrix.
• MIKE21 SW run with batch file.
• Results extracted from MIKE data files using the .NET scripts (read_dfs0).
• This allows data to be extracted from multiple results files which can then
be plotted and/or used in python based EurOtop calculations.
Routine automation