geographyalltheway.com - IB Geography - The Bradshaw Model
•
14 likes•145,605 views
http://www.geographyalltheway.com/in/ib-freshwater/discharge.htm
Recommended
Recommended
More Related Content
What's hot
What's hot (20)
Viewers also liked
Viewers also liked (20)
More from Richard Allaway
More from Richard Allaway (20)
Recently uploaded
Recently uploaded (20)
geographyalltheway.com - IB Geography - The Bradshaw Model
- 2. Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 5. Discharge Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 6. Discharge Upstream Downstream Increases due to the input Discharge from a greater amount of the drainage basin above the Occupied channel width point of measurement Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 7. Occupied Channel Width Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 8. Occupied Channel Width Upstream Downstream Distance across the actual Discharge channel, measured at the water surface Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 9. Occupied Channel Width Upstream Downstream Distance across the actual Discharge channel, measured at the water surface Occupied channel width Increases due to increase in Channel depth discharge, input from Average velocity tributaries etc. Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 10. Channel Depth Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 11. Channel Depth Upstream Downstream The height from the water Discharge surface to the channel bed Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 12. Channel Depth Upstream Downstream The height from the water Discharge surface to the channel bed Occupied channel width Increase downstream as does the discharge of the river Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 13. Channel Depth Upstream Downstream The height from the water Discharge surface to the channel bed Occupied channel width Increase downstream as does the discharge of the river Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 14. Average Velocity Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 15. Average Velocity Upstream Downstream Steady increase downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 16. Average Velocity Upstream Downstream Steady increase downstream Discharge How can it be so if the Occupied channel width gradient is decreasing? Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 17. Average Velocity Upstream Downstream Steady increase downstream Discharge How can it be so if the Occupied channel width gradient is decreasing? Channel depth Downstream the river Average velocity becomes more efficient with Load quantity proportionally less contact with its bed and banks Load particle size Channel bed roughness Slope angle (gradient)
- 18. Average Velocity Upstream Downstream Steady increase downstream Discharge How can it be so if the Occupied channel width gradient is decreasing? Channel depth Downstream the river Average velocity becomes more efficient with Load quantity proportionally less contact with its bed and banks Load particle size Channel bed roughness Shown by higher hydraulic radius and lower channel bed Slope angle (gradient) roughness
- 19. Average Velocity Upstream Downstream Steady increase downstream Discharge How can it be so if the Occupied channel width gradient is decreasing? Channel depth Downstream the river Average velocity becomes more efficient with Load quantity proportionally less contact with its bed and banks Load particle size Channel bed roughness Shown by higher hydraulic radius and lower channel bed Slope angle (gradient) roughness
- 20. Load Quantity Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 21. Load Quantity Upstream Downstream Total load of all sizes Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 22. Load Quantity Upstream Downstream Total load of all sizes Discharge Increases with discharge and Occupied channel width velocity Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 23. Load Quantity Upstream Downstream Total load of all sizes Discharge Increases with discharge and Occupied channel width velocity Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 24. Load Particle Size Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 25. Load Particle Size Upstream Downstream Decreases considerably Discharge downstream Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 26. Load Particle Size Upstream Downstream Decreases considerably Discharge downstream Occupied channel width Angular pebbles become more rounded Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 27. Load Particle Size Upstream Downstream Decreases considerably Discharge downstream Occupied channel width Angular pebbles become more rounded Channel depth Average velocity Erosional process of attrition Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 28. Load Particle Size Upstream Downstream Decreases considerably Discharge downstream Occupied channel width Angular pebbles become more rounded Channel depth Average velocity Erosional process of attrition Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 29. Channel Bed Roughness Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 30. Channel Bed Roughness Upstream Downstream Decreases because of fewer Discharge stones etc, smaller load particle size etc. Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 31. Channel Bed Roughness Upstream Downstream Decreases because of fewer Discharge stones etc, smaller load particle size etc. Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 32. Slope Angle Upstream Downstream Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)
- 33. Slope Angle Upstream Downstream Decreases Discharge Occupied channel width Channel depth Average velocity Load quantity Load particle size Channel bed roughness Slope angle (gradient)