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Étienne Boucher (LAVAL) Yves Bégin (INRS-ETE)  Dominique Arseneault (UQAR) River Ice Jams  Risk evaluation, driving conditions and geomorphological impacts documented from tree-rings  Necopastic River, James Bay  Contact: [email_address]
Introduction River ice breakup:  a crucial moment in the annual cycle of high-latitude rivers  Mechanical breakups Thermal breakups [email_address]
Introduction Ice jams:   the most threatening hazard in northern areas
Introduction ,[object Object],-The  frequency  of ice jams (and their spatio-temporal variations) -The  hydro-climatic conditions (or thresholds)  that trigger these extremes -The  geomorphological impacts  of ice regimes Main reason: - Hydrological records  are too short  and only provide  site specifc  information on a spatially variable phenomenon
Introduction Planar view Profile view streamflow Year 1 Year 2 [email_address]
General objectives 1- Obtain, through dendrochronology, spatio-temporally extended records of river ice jams  ,[object Object],[object Object],[object Object],[email_address]
Study site: the Necopastic River (250km²) -Undisturbed -Homogeneous lithology -Constant density of forest stands  -Frequent ice-scouring events / but not destructive -Climatically homogeneous Many advantages -Winter breakup = rare [email_address]
Amont: 15 sites Mi-bassin: 16 sites Aval:  7 sites  = Ice scouring activity = No ice scouring activity Study site: the Necopastic River (250km²) [email_address]
= Ice scouring activity = No ice scouring activity Study site: the Necopastic River (250km²) Upper basin: 15 sites Mid-basin: 16 sites Lower-basin:  7 sites  [email_address]
Methods At each site: 1) Quantifying  geometric properties  of river channel [email_address]
2)  Geomorphological survey  (form and processes) ( Geomorphological Survey Technique, Thorne (1998)) ,[object Object],[object Object],[object Object],[object Object],At each site: Methods [email_address]
Methods At each site 3)  Dendrochronological sampling [email_address]
Methods (dendrochronological principles)  1) Site selection Select sites that are  rectilinear  and of  constant width, depth & slope [email_address]
2) Stem selection (sensitivity)  Sensitive  (large)  Insensitive (small)  snow Ice 1) Site selection Methods (dendrochronological principles)  [email_address]
Sensitive  Insensitive RFS  (Radius at the First Scar) 2) Stem selection (sensitivity)  1) Site selection Methods (dendrochronological principles)  [email_address]
[object Object],[object Object],[object Object],3) Replication  2) Stem selection (sensitivity)  1) Site selection Methods (dendrochronological principles)  [email_address]
[object Object],[object Object],[object Object],[object Object],3) Replication  2) Stem selection (sensitivity)  1) Site selection Methods (dendrochronological principles)  [email_address]
> The  intensity  of a an ice-jam at year «  t  » ( I t ) is calculated from the proportion sites recording an event that year  Methods (dendrochronological principles)  [email_address]
Hydro-climatic analysis of the tree-ring series [email_address] Nécopastic (250km²) LG-1 (1500km²)
Discharge (m³) Time Hydro-climatic analysis of the tree-ring series END  of hydrograph recession (d) DUR_REC Duration of recession (t) DUR_RISE Duration of rise  (t) PEAK  Peak discharge (m³ s -1 ) DTE_PEAK Date of flood peak (d) START  of hydrograph rise (d) VOL Flood volume (m³) VOL_RISE Volume during rising limb (m³)
Hydro-climatic analysis of the tree-ring series [email_address] Time resoltution Variable Dimensions Period Spatial scale TEMPERATURES  Source: IREQ, HQ / D. Tabsoba Monthly T_min,  T_max,  T_mean °C 1960-2003 LG-1 PRECIPITATION Source: IREQ, HQ/ D. Tabsoba Montlhy Total precipitation (PREC) cm / day 1960-2003 LG-1 SNOW COVER Source: IREQ, HQ / D. Tabsoba Monthly Height (H) cm 1950-2003 LG-1 Monthly Water equivalent (SWE) cm 1950-2003 LG-1 Monthly Density (DENS) Kg / m³ 1950-2003 ARCTIC OSCILLATION Source: NOAA (bi) Montlhy (March-April) Index (AO) - 1950-2003 Northern Hemisphere
-CART modelling Hydro-climatic analysis of the tree-ring series -80%  of all years (1950-2003, N=54) are well simulated with three variables [email_address]
Fresh snow and cold spring temperatures delay the thermal degradation of the ice Arctic Oscillation (positive phase) Hydro-climatic analysis of the tree-ring series [email_address] + -
Intense ice-scouring No ice-scouring Early and « flash » floods Favor intense mechanical breakups  Hydro-climatic analysis of the tree-ring series [email_address]
Geomorphological impact Does it vary as a function of ice-jam frequency? [email_address] Frequency = 9 events / (2008-1975) = 0,27 year -1   ~ One event each three year   2008 1978 1982 1988 1991 1995 2000 2003 2007 2008 1975 Site X
Reconstructed ice jam frequencies  Geomorphological impact [email_address]
Upper Mid Lower ,[object Object],[object Object],Hydaulic geometry  Geomorphological impact [email_address]
Geomorphological impact Upper Mid Lower [email_address]
Ice scoured channels Geomorphological impact [email_address] Genetic floodplain Erosion talus Ice scouring terrace Scarred trees with recent alluviums
Conceptual model relating ice-jam frequencies and riverbank adjustment Geomorphological impact [email_address] F  ≥  0.2 F < 0.2
Conclusions & perspectives ,[object Object],[object Object],[email_address] -What about the  future ?
Funding … [email_address]

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River ice jams : risk evaluation, driving conditions and geomorphological impacts documented from tree-rings, Necopastic River Canada

  • 1. Étienne Boucher (LAVAL) Yves Bégin (INRS-ETE) Dominique Arseneault (UQAR) River Ice Jams Risk evaluation, driving conditions and geomorphological impacts documented from tree-rings Necopastic River, James Bay Contact: [email_address]
  • 2. Introduction River ice breakup: a crucial moment in the annual cycle of high-latitude rivers Mechanical breakups Thermal breakups [email_address]
  • 3. Introduction Ice jams: the most threatening hazard in northern areas
  • 4.
  • 5. Introduction Planar view Profile view streamflow Year 1 Year 2 [email_address]
  • 6.
  • 7. Study site: the Necopastic River (250km²) -Undisturbed -Homogeneous lithology -Constant density of forest stands -Frequent ice-scouring events / but not destructive -Climatically homogeneous Many advantages -Winter breakup = rare [email_address]
  • 8. Amont: 15 sites Mi-bassin: 16 sites Aval: 7 sites = Ice scouring activity = No ice scouring activity Study site: the Necopastic River (250km²) [email_address]
  • 9. = Ice scouring activity = No ice scouring activity Study site: the Necopastic River (250km²) Upper basin: 15 sites Mid-basin: 16 sites Lower-basin: 7 sites [email_address]
  • 10. Methods At each site: 1) Quantifying geometric properties of river channel [email_address]
  • 11.
  • 12. Methods At each site 3) Dendrochronological sampling [email_address]
  • 13. Methods (dendrochronological principles) 1) Site selection Select sites that are rectilinear and of constant width, depth & slope [email_address]
  • 14. 2) Stem selection (sensitivity) Sensitive (large) Insensitive (small) snow Ice 1) Site selection Methods (dendrochronological principles) [email_address]
  • 15. Sensitive Insensitive RFS (Radius at the First Scar) 2) Stem selection (sensitivity) 1) Site selection Methods (dendrochronological principles) [email_address]
  • 16.
  • 17.
  • 18. > The intensity of a an ice-jam at year «  t  » ( I t ) is calculated from the proportion sites recording an event that year Methods (dendrochronological principles) [email_address]
  • 19. Hydro-climatic analysis of the tree-ring series [email_address] Nécopastic (250km²) LG-1 (1500km²)
  • 20. Discharge (m³) Time Hydro-climatic analysis of the tree-ring series END of hydrograph recession (d) DUR_REC Duration of recession (t) DUR_RISE Duration of rise (t) PEAK Peak discharge (m³ s -1 ) DTE_PEAK Date of flood peak (d) START of hydrograph rise (d) VOL Flood volume (m³) VOL_RISE Volume during rising limb (m³)
  • 21. Hydro-climatic analysis of the tree-ring series [email_address] Time resoltution Variable Dimensions Period Spatial scale TEMPERATURES Source: IREQ, HQ / D. Tabsoba Monthly T_min, T_max, T_mean °C 1960-2003 LG-1 PRECIPITATION Source: IREQ, HQ/ D. Tabsoba Montlhy Total precipitation (PREC) cm / day 1960-2003 LG-1 SNOW COVER Source: IREQ, HQ / D. Tabsoba Monthly Height (H) cm 1950-2003 LG-1 Monthly Water equivalent (SWE) cm 1950-2003 LG-1 Monthly Density (DENS) Kg / m³ 1950-2003 ARCTIC OSCILLATION Source: NOAA (bi) Montlhy (March-April) Index (AO) - 1950-2003 Northern Hemisphere
  • 22. -CART modelling Hydro-climatic analysis of the tree-ring series -80% of all years (1950-2003, N=54) are well simulated with three variables [email_address]
  • 23. Fresh snow and cold spring temperatures delay the thermal degradation of the ice Arctic Oscillation (positive phase) Hydro-climatic analysis of the tree-ring series [email_address] + -
  • 24. Intense ice-scouring No ice-scouring Early and « flash » floods Favor intense mechanical breakups Hydro-climatic analysis of the tree-ring series [email_address]
  • 25. Geomorphological impact Does it vary as a function of ice-jam frequency? [email_address] Frequency = 9 events / (2008-1975) = 0,27 year -1 ~ One event each three year 2008 1978 1982 1988 1991 1995 2000 2003 2007 2008 1975 Site X
  • 26. Reconstructed ice jam frequencies Geomorphological impact [email_address]
  • 27.
  • 28. Geomorphological impact Upper Mid Lower [email_address]
  • 29. Ice scoured channels Geomorphological impact [email_address] Genetic floodplain Erosion talus Ice scouring terrace Scarred trees with recent alluviums
  • 30. Conceptual model relating ice-jam frequencies and riverbank adjustment Geomorphological impact [email_address] F ≥ 0.2 F < 0.2
  • 31.