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Ecological Engineering Laboratory
ECOL
17th International Conference on Transport & Sedimentation of Solid Particles, The Netherlands
Hysteresis Effects in Splash Sediment Transport
Mohsen Cheraghi a, Seifeddine Jomaa b, Graham C. Sander c, D. A. Barry a
a Ecological Englineering Laboratory, EPFL, Lausanne, Switzerland
b Helmholtz Centre for Environmental Research – UFZ, Magdeburg, Germany
c Department of Civil Engineering, Loughborough University, Loughborough, United
Kingdom.
ECOL 2/10
A.M. De Girolamo et al. / Catena 128 (2015) 135–143
Hysteresis loop in catchments
Celone river (Italy)
ECOL 3/10
Hysteresis loop in catchments
ECOL 4/10
The Main Questions
 Hysteresis Effects in Rainfall Driven Sediment Transport
 Capability of the Hairsine and Rose Erosion Model
ECOL 5/10
ECOL Flume
ECOL 6/10
HR model 𝜕(𝐶𝑖 𝑞
𝜕𝑥
+
𝜕(𝐶𝑖 𝐷
𝜕𝑡
= 𝑟𝑖 + 𝑟𝑟𝑖 − 𝑑𝑖
Hairsine and Rose Model
𝜕𝑚 𝑖
𝜕𝑡
= 𝑑𝑖 - 𝑟𝑟𝑖
𝐶𝑖 = concentration
𝑚𝑖 = deposited mass
𝑟𝑖 entrainment rate =
1 − 𝐻 𝑎𝑃 𝑝
𝐼
𝑟𝑟𝑖 reentrainment rate =
𝐻𝑎 𝑑
𝑃 𝑝
𝐼
𝑑𝑖 reentrainment rate = 𝑣𝑖 𝐶𝑖
′
ECOL 7/10
Results
Collector 1Collector 2
Discharge
ECOL 8/10
Results
Total Sediment Concentration
ECOL 9/10
Results
Hysteresis loops
ECOL 10/10
Results
Deposited Mass
ECOL 11/10
Concentration of Different Particle Size ClassesFuture works
Hysteresis Effects of Different Particle Size Classes
C1 : < 2 µm
C2 : 2 - 20 µm
C3: 20 - 50 µm
C4: 50-100 µm
C5: 100-315 µm
C6: 315-1000 µm
C7: > 1000 µm
ECOL 12/10
Concentration of Different Particle Size ClassesFuture works
 Droplet size: 4 mm (Vt = 7.65 ms-1)
 Particle size: 1 mm
*The simulation is done for 50 ms splash
ECOL 13/10
Concentration of Different Particle Size ClassesConclusion
Conclusions
 There is a Clockwise Hysteresis Effects in Rainfall Driven Sediment Transport with
initially loose sediments
 HR Model Has the Capability of Predicting the Erosion Rate under a Temporally
Variable Rainfall

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Hysteresis Effects in Splash Sediment Transport

  • 1. Ecological Engineering Laboratory ECOL 17th International Conference on Transport & Sedimentation of Solid Particles, The Netherlands Hysteresis Effects in Splash Sediment Transport Mohsen Cheraghi a, Seifeddine Jomaa b, Graham C. Sander c, D. A. Barry a a Ecological Englineering Laboratory, EPFL, Lausanne, Switzerland b Helmholtz Centre for Environmental Research – UFZ, Magdeburg, Germany c Department of Civil Engineering, Loughborough University, Loughborough, United Kingdom.
  • 2. ECOL 2/10 A.M. De Girolamo et al. / Catena 128 (2015) 135–143 Hysteresis loop in catchments Celone river (Italy)
  • 4. ECOL 4/10 The Main Questions  Hysteresis Effects in Rainfall Driven Sediment Transport  Capability of the Hairsine and Rose Erosion Model
  • 6. ECOL 6/10 HR model 𝜕(𝐶𝑖 𝑞 𝜕𝑥 + 𝜕(𝐶𝑖 𝐷 𝜕𝑡 = 𝑟𝑖 + 𝑟𝑟𝑖 − 𝑑𝑖 Hairsine and Rose Model 𝜕𝑚 𝑖 𝜕𝑡 = 𝑑𝑖 - 𝑟𝑟𝑖 𝐶𝑖 = concentration 𝑚𝑖 = deposited mass 𝑟𝑖 entrainment rate = 1 − 𝐻 𝑎𝑃 𝑝 𝐼 𝑟𝑟𝑖 reentrainment rate = 𝐻𝑎 𝑑 𝑃 𝑝 𝐼 𝑑𝑖 reentrainment rate = 𝑣𝑖 𝐶𝑖 ′
  • 11. ECOL 11/10 Concentration of Different Particle Size ClassesFuture works Hysteresis Effects of Different Particle Size Classes C1 : < 2 µm C2 : 2 - 20 µm C3: 20 - 50 µm C4: 50-100 µm C5: 100-315 µm C6: 315-1000 µm C7: > 1000 µm
  • 12. ECOL 12/10 Concentration of Different Particle Size ClassesFuture works  Droplet size: 4 mm (Vt = 7.65 ms-1)  Particle size: 1 mm *The simulation is done for 50 ms splash
  • 13. ECOL 13/10 Concentration of Different Particle Size ClassesConclusion Conclusions  There is a Clockwise Hysteresis Effects in Rainfall Driven Sediment Transport with initially loose sediments  HR Model Has the Capability of Predicting the Erosion Rate under a Temporally Variable Rainfall