Water discharge control
Base level control
1.1 Q (Water Discharge)
this is adjusted by changing the flow of water added to the flume.
1.2 S (Slope)
This is adjusted by changing the Hight of one end of the flume.
1.3 Qs (Sediment Discharge)
this is controlled by amount of flow and size of grains added to the flume.
1.4 Profile
this is controlled by a combination of slope, water flow, and grain size.
1.5 Base Level
this can be controlled by filling part of the flume with water.
2.1 Bed Erosion
marked in red
2.2 Bank Erosion
marked in green
2.3 Deposition
marked in areas of purple
2.4 Sediment Transport
marked in blue
Braided flow
Avulsion
Structural Forcing (obstructed)
Structural flow (unobstructed)
3.1 Grain Size Sorting
grain size and sorting effects sedimentation by changing the cohesion between grains and the ability for flow to move them.
3.2 Meandering
meandering was not observed in the flume experiments
3.3 Braiding
slight bradding was observed in the flume.
3.4 Avulsion
simulated by increasing flow for a short duration in flume lending to sediment deposition on flow banks
3.5 Chute Dissection
multiple small flows crosscutting each other.
3.6 Structural Forcing
this was simulated by placing obstructions in the flow
3.7
Meandering was not observed in the flume experiment due to lack of ultra fine grains and more importantly vegetation roots structure, these are key in holding sediment in such a way to allow meanders to form.
Flood
Grading
Recession limb flow
4.1 Small Flood
increased flow and sediment transport
4.2 Big Flood
large increase in flow banks are eroded
4.3 Channel Realignment (Grading)
sediment is deposited in a sorted manner by grainsize and shape
4.4
During the small flood event there was increased bed and bank erosion along with sediment transport. the large flood event caused extensive erosion of bed and bancs along with avulsing sediment in some areas.
4.5
Most of the water flow was brace or bank full, with over bank flow quickly leading to channel incision.
4.6
Hyporheic flow most likely occurred in the flue experiments due to the loosely packed grains but was not easily observed.
4.7
Recession limb flows were present after the water flow in the flume was decreased.