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Hydraulic Habitat Modelling
and Mapping
Dave Mould
Structure
• What is hydraulic habitat modelling and mapping?
• Hydraulic modelling (in 2 slides……)
• 3 case studies
– As part of the design process
– Investigation tool to build evidence
– Impartial appraisal
• Summary
Hydraulic habitat
The combination of river depth, velocity and substrate determines the
available physical habitat for aquatic species.
Therefore, hydraulic models can then be used in combination with
knowledge of the habitat requirements of species/life stage of interest
to determine habitat availability. Can also inform on sediment
dynamics.
1D modelling
Max vel
Island
2D modelling
APR Project 15. Two dimensional modelling in Urban and Rural Floodplains
Case study 1 - Design
Case study 1 - Design
Case study 1 - Design
Case study 1 - Design
Case study 1 - Design
Case study 2 – Evidence
EA science project SCSC0120077
Case study 2 – Pershore weir
Case study 2 – Evidence
Q95 Depth. On-weir HEP Q95 Depth. Depleted reach Q95 Velocity. On-weir HEP Q95 Velocity. Depleted reach
Difference = post installation minus pre installation.
Case study 2 – Evidence
Q20 Depth. On-weir HEP Q20 Depth. Depleted reach Q20 Velocity. On-weir HEP Q20 Velocity. Depleted reach
Difference = post installation minus pre installation.
Case study 3 - Appraisal
Pool and run
Shoulder
Vegetation management
Case study 3 - Appraisal
Case study 3 - Appraisal
Case study 3 – Pool and run
Pre change adult Brown Trout habitat Post change adult Brown Trout habitat
Pre change Brown Trout spawning habitat Post change Brown Trout spawning habitat
Run
Pool
Run
Pool
Run
Pool
Run
Pool
Case study 3 - Shoulder
Pre-change 0+ Cyprinid habitat Post-change 0+ Cyprinid habitat
Case study 3 – Veg removal
Pre-change 0+ Cyprinid habitat Post-change 0+ Cyprinid habitat
Pre-change Brown Trout spawning habitat Post-change Brown Trout spawning
habitat
Case study 3 – Crisp summary
Total Habitat Suitability (THS)
Q95 Q70 Q50 Qmean Q10
Adult BT 2665 4085 4495 4761 5178
1+ BT 2685 3689 3939 4318 5247
0+ BT 4798 5011 4559 3913 2197
BT
Spawning 2791 3523 4202 4698 5360
0+ Cyp 862 1568 1596 1607 2019
Habitat Quality
Q95 Q70 Q50 Qmean Q10
Adult BT 26 32 35 36 37
1+ BT 26 29 31 33 38
0+ BT 47 40 36 30 16
BT
Spawning 27 28 33 36 39
0+ Cyp 8 12 12 12 15
Summary
Pros Cons
Across whole flow regime and range
of species/life stages.
Cost of survey data vs scale of the
modelling
Spatial & crisp outputs Often limited knowledge of
requirements of many species
Results in a data poor situation Uncertainty in model results
Play tunes with model topography
Optimisation of designs

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Hydraulic Habitat Modelling and Mapping Techniques

  • 1. Hydraulic Habitat Modelling and Mapping Dave Mould
  • 2. Structure • What is hydraulic habitat modelling and mapping? • Hydraulic modelling (in 2 slides……) • 3 case studies – As part of the design process – Investigation tool to build evidence – Impartial appraisal • Summary
  • 3. Hydraulic habitat The combination of river depth, velocity and substrate determines the available physical habitat for aquatic species. Therefore, hydraulic models can then be used in combination with knowledge of the habitat requirements of species/life stage of interest to determine habitat availability. Can also inform on sediment dynamics.
  • 5. 2D modelling APR Project 15. Two dimensional modelling in Urban and Rural Floodplains
  • 6. Case study 1 - Design
  • 7. Case study 1 - Design
  • 8. Case study 1 - Design
  • 9. Case study 1 - Design
  • 10. Case study 1 - Design
  • 11. Case study 2 – Evidence EA science project SCSC0120077
  • 12. Case study 2 – Pershore weir
  • 13. Case study 2 – Evidence Q95 Depth. On-weir HEP Q95 Depth. Depleted reach Q95 Velocity. On-weir HEP Q95 Velocity. Depleted reach Difference = post installation minus pre installation.
  • 14. Case study 2 – Evidence Q20 Depth. On-weir HEP Q20 Depth. Depleted reach Q20 Velocity. On-weir HEP Q20 Velocity. Depleted reach Difference = post installation minus pre installation.
  • 15. Case study 3 - Appraisal Pool and run Shoulder Vegetation management
  • 16. Case study 3 - Appraisal
  • 17. Case study 3 - Appraisal
  • 18. Case study 3 – Pool and run Pre change adult Brown Trout habitat Post change adult Brown Trout habitat Pre change Brown Trout spawning habitat Post change Brown Trout spawning habitat Run Pool Run Pool Run Pool Run Pool
  • 19. Case study 3 - Shoulder Pre-change 0+ Cyprinid habitat Post-change 0+ Cyprinid habitat
  • 20. Case study 3 – Veg removal Pre-change 0+ Cyprinid habitat Post-change 0+ Cyprinid habitat Pre-change Brown Trout spawning habitat Post-change Brown Trout spawning habitat
  • 21. Case study 3 – Crisp summary Total Habitat Suitability (THS) Q95 Q70 Q50 Qmean Q10 Adult BT 2665 4085 4495 4761 5178 1+ BT 2685 3689 3939 4318 5247 0+ BT 4798 5011 4559 3913 2197 BT Spawning 2791 3523 4202 4698 5360 0+ Cyp 862 1568 1596 1607 2019 Habitat Quality Q95 Q70 Q50 Qmean Q10 Adult BT 26 32 35 36 37 1+ BT 26 29 31 33 38 0+ BT 47 40 36 30 16 BT Spawning 27 28 33 36 39 0+ Cyp 8 12 12 12 15
  • 22. Summary Pros Cons Across whole flow regime and range of species/life stages. Cost of survey data vs scale of the modelling Spatial & crisp outputs Often limited knowledge of requirements of many species Results in a data poor situation Uncertainty in model results Play tunes with model topography Optimisation of designs

Editor's Notes

  1. XS averaged velocity Flat water surface All flow is in the same direction and perpendicular to XS Each XS is characteristic of the reach.
  2. Ecologically distinct compared to upstream of the weir. Suggestions that fish biomass is higher downstream than upstream. The riffle/bar formed downstream of the deep pool thought to be very important (especially in lowland rivers). Lots of anecdotal evidence about the importance of weir pool – Angling interest. Sometimes the only hydro-morphologically diverse habitat in rivers where extensive impounded reaches occur. Potential impacts at at-weir schemes No scientific – before and after studies have been undertaken. The hydromorph and ecology of a weir pool is dependent on the site specific hydrology and geomorphology. Various unique factors: Position of turbine. Angle of orientation etc. Features downstream of the weir Flow requirements of scheme If no depleted reach – only the flow patterns will change.
  3. ADCP survey Key area of interest is the gravel bar
  4. Background to the project.
  5. Going to look at feature scale effects, but do have figures for the whole study length in terms of habitat score, hydraulic biotope etc.