FME Usage in Dynamic Flood Calculations

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When performing fully dynamic 1D + 2D flood calculation, digital terrain models and result processing is essential. This presentation will desrcibe how FME can be used to manipulate digital terrain models and postprocess flood results. See more presentations from the FME User Conference 2014 at: www.safe.com/fmeuc

Technology

CONNECT. TRANSFORM. AUTOMATE.
FME Usage In Dynamic Flood
Calculation
Henrik Thorén
Civilengineer, Hydraulic Specialist

Rambøll
!  Engineering consultancy
company
!  Around 10 000
employees worldwide
!  Originates from Denmark
!  Denmark, Sweden,
Norway, Finland and
United Kingdom
!  About 200 offices in 20
countries
C
Bella Sky
Hotel
Rambøll Head Office
Femer Bælt Tunnel

Henrik Thorén
!  Sweden
!  Climate Adaption and
Storm Water Management
!  Dynamic flood mapping
with DHI software (Danish
Hydrology Institute)
!  MIKE Urban, MIKE 11 and
MIKE 21
!  2-way and 3-way coupling
(MIKE Flood)
!  FME and ArcGIS
!  Hydro model for
Gothenburg

!  Manipulation of DTM
!  Post Process flood results
Agenda

Manipulate DTM
!  In a DTM, buildings are
“cut” away and a flat
surface is interpolated
over the area that the
house covers
!  In flood calculation,
buildings are structures
that will redirect the flow
of the water, thus
buildings have to be
projected in the DTM

Manipulation of DTM
C
Before AfterDTM with
shape file

Principal solution - I
Input Shapes Clipper Inside
Clipper OutsideInput Raster
Clipper
Transformer
RasterCell
Replacer
Change
value to 5
RasterCellValue
Calcualtor
Operator +
5
5
5
DTM + 5

Principal solution - II
RasterMosaicker
RasterCellValue
Calcualtor
Operator +
Clipper Outside
DTM + 5

Post process flood results
!  The main purpose is to
calculate the volume of
the flooded water and the
flooded area
!  As a bonus, this can be
done for each “flood
island” or to a specific
area.
!  The workspace can
analyse multiple flood
results independently in
the same workspace
C

Principal solution - I
Raster Flood
Result
Shape file with
flood islands
Excel file with
statistics
Input Output

Principal solution - II
Raster Flood
Result
RasterCell
Coercer
RasterExtents
Coercer
- Data Extents
PointOnArea
Overlayer
- Count
overlaps
- Create a
list of the
flood depth
in each
point
Count
List

Principal solution - III
PointOnArea
Overlayer
Count
List
PythonCaller +
AttributeCreator
- Calculate the total
flooded area and
volume of the
flooded water
Shape file
Excel file

!  Statistics in excel format
that can be presented in
diagrams
Results
0
500000
1000000
1500000
2000000
2500000
3000000
B_Å1_MQ2100_2
6t_S
B_Å1_HQ2100_2
6t_S
B_Å1_MQ2100_1
0t_S
B_Å1_HQ2100_1
0t_S
B_Å1_MQ2100_1
0t_Ö
B_Å1_HQ2100_1
0t_Ö
B_Å1_HQ2100_2
6t_S_P26
B_Å2_MQ2100_2
6t_S
B_Å2_HQ2100_2
6t_S
B_Å2_MQ2100_1
0t_S
B_Å2_HQ2100_1
0t_S
Area(m2)/Volym(m3)
Scenario
Översvämmad yta (m2) Volym av översvämmat vatten (m3)

Thank You!
!  Questions?
!  For more information:
!  Henrik Thorén, hent@ramboll.com
!  Rambøll
!  www.ramboll.com
!  www.ramboll.com/worldwide
CONNECT. TRANSFORM. AUTOMATE.

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Heather Hedden, Senior Consultant at Enterprise Knowledge, presented “Enterprise Knowledge Graphs: The Importance of Semantics” on May 9, 2024, at the annual Data Summit in Boston. In her presentation, Hedden describes the components of an enterprise knowledge graph and provides further insight into the semantic layer – or knowledge model – component, which includes an ontology and controlled vocabularies, such as taxonomies, for controlled metadata. While data experts tend to focus on the graph database components (RDF triple store or a label property graph), Hedden emphasizes they should not overlook the importance of the semantic layer.

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This presentation focuses on the challenges and strategies of connecting problem definitions within product development. Key Points Covered: - Kayak's mission since its inception in 2004 to simplify travel by enabling easy comparisons of flights through technological solutions. - Discussion of the complexities within the travel industry, including the high expectations for personalized user experiences and the various stakeholder influences. - Emphasis on the necessity of maintaining agility and innovation within a mature company through continuous reassessment of processes. - An explanation of the importance of disciplined problem definition to prevent project failures and team inefficiencies. - Introduction of strategies for effective communication across teams to ensure alignment and comprehension at all levels of project development. - Exploration of various problem-solving methodologies, including how to handle conflicts within team settings regarding problem definitions and project directions.

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FME Usage in Dynamic Flood Calculations

1. CONNECT. TRANSFORM. AUTOMATE. FME Usage In Dynamic Flood Calculation Henrik Thorén Civilengineer, Hydraulic Specialist

2. Rambøll !  Engineering consultancy company !  Around 10 000 employees worldwide !  Originates from Denmark !  Denmark, Sweden, Norway, Finland and United Kingdom !  About 200 offices in 20 countries C Bella Sky Hotel Rambøll Head Office Femer Bælt Tunnel

3. Henrik Thorén !  Sweden !  Climate Adaption and Storm Water Management !  Dynamic flood mapping with DHI software (Danish Hydrology Institute) !  MIKE Urban, MIKE 11 and MIKE 21 !  2-way and 3-way coupling (MIKE Flood) !  FME and ArcGIS !  Hydro model for Gothenburg

4. !  Manipulation of DTM !  Post Process flood results Agenda

5. Manipulate DTM !  In a DTM, buildings are “cut” away and a flat surface is interpolated over the area that the house covers !  In flood calculation, buildings are structures that will redirect the flow of the water, thus buildings have to be projected in the DTM

6. Manipulation of DTM C Before AfterDTM with shape file

7. Principal solution - I Input Shapes Clipper Inside Clipper OutsideInput Raster Clipper Transformer RasterCell Replacer Change value to 5 RasterCellValue Calcualtor Operator + 5 5 5 DTM + 5

8. Principal solution - II RasterMosaicker RasterCellValue Calcualtor Operator + Clipper Outside DTM + 5

9. FME solution

10. Post process flood results !  The main purpose is to calculate the volume of the flooded water and the flooded area !  As a bonus, this can be done for each “flood island” or to a specific area. !  The workspace can analyse multiple flood results independently in the same workspace C

11. Principal solution - I Raster Flood Result Shape file with flood islands Excel file with statistics Input Output

12. Principal solution - II Raster Flood Result RasterCell Coercer RasterExtents Coercer - Data Extents PointOnArea Overlayer - Count overlaps - Create a list of the flood depth in each point Count List

13. Principal solution - III PointOnArea Overlayer Count List PythonCaller + AttributeCreator - Calculate the total flooded area and volume of the flooded water Shape file Excel file

14. FME solution - I

15. FME solution - II

16. !  Statistics in excel format that can be presented in diagrams Results 0 500000 1000000 1500000 2000000 2500000 3000000 B_Å1_MQ2100_2 6t_S B_Å1_HQ2100_2 6t_S B_Å1_MQ2100_1 0t_S B_Å1_HQ2100_1 0t_S B_Å1_MQ2100_1 0t_Ö B_Å1_HQ2100_1 0t_Ö B_Å1_HQ2100_2 6t_S_P26 B_Å2_MQ2100_2 6t_S B_Å2_HQ2100_2 6t_S B_Å2_MQ2100_1 0t_S B_Å2_HQ2100_1 0t_S Area(m2)/Volym(m3) Scenario Översvämmad yta (m2) Volym av översvämmat vatten (m3)

17. Thank You! !  Questions? !  For more information: !  Henrik Thorén, hent@ramboll.com !  Rambøll !  www.ramboll.com !  www.ramboll.com/worldwide CONNECT. TRANSFORM. AUTOMATE.

FME Usage in Dynamic Flood Calculations

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