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EDDLESTON WATER TRIBUTARY MODELLING T. Ball, J Arnott, K Samson - PowerPoint PPT Presentation

EDDLESTON WATER TRIBUTARY MODELLING T. Ball, J Arnott, K Samson Project meeting 23/2/12 The Scottish Government Outline Upper catchment interventions investigation of potential on Middle and Longcote burns Linking to hydrometric


  1. EDDLESTON WATER TRIBUTARY MODELLING T. Ball, J Arnott, K Samson Project meeting 23/2/12 The Scottish Government

  2. Outline • Upper catchment interventions – investigation of potential on Middle and Longcote burns • Linking to hydrometric network • Future directions

  3. ARC spatial analyst Flow accumulation raw output raster Shows ‘theoretical maximum’ accumulation over whole catchment (ie a unit hydrograph type situation)

  4. The Middle Burn

  5. Theory of Dam operation (Thomas And Nisbet, 2007 WEJ 21)

  6. Putting the theory into the models • Introduction of LWD into the channel represented as global increase in roughness (Mannings n), based on values suggested by Odoni and Lane (2010) • Increase in floodplain roughness from rip. woodland represented by increase in n based on Chow (1959). Odoni and Lane (2010). Assessment of the impact of upstream land management measures on flood flows in Pickering Beck using OVERFLOW. – Forestry Comm

  7. Middleburn design flow 1 in 10 year

  8. 1 in 10 year

  9. 1 in 10 year

  10. 1 in 100 year

  11. 1 in 100 year

  12. The Longcote Burn

  13. The Longcote Burn • At the Longcote Burn, storage potential for water on the floodplain in a 1 in 25 year event increased by 12.9% over the baseline condition when1.5km of floodplain was afforested. • This storage increased by only 1.6%, to 14.5%, when the entire floodplain was afforested.

  14. 26.12 97.45 171.02 242.04 319.94 Longcote 25 Year Event - Flood Water Storage 390.17 463.77 541.54 609.09 681.08 756.8 839.14 922.92 1002.17 1080.04 1163.35 1240.26 1317.11 1392.91 1463.48 1536.37 1612.3 1691.06 1768.97 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 Volume (1000 m³) Initial conditions 1.5 km wooded Whole reach wooded

  15. 43.09 109.24 178.71 242.04 315.63 377.39 443.52 100 Year Event - Flood Water Storage 514.71 580.14 642.71 703.99 779.16 854.17 929.91 1002.17 1072.98 1148.99 1220.18 1290.77 1358.13 1427.94 1491.47 1557.4 1626.76 1698.65 1768.97 0 1 2 3 4 5 6 7 Volume (1000 m/s) Initial conditions 1.5 km wooded Whole reach wooded

  16. Future Directions • Flow calibration and ratings of hydrometric network – ongoing • --> Use of the calibration for model calibration and refinement • Survey and model the Shiplaw burn in a similar way – possibly the upper main stem • Actual planting! (SRDP) and debris/ other management

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