4. Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

5. Sandy channels Gravel channels Expanding Flow

6. Expanding Flow Model (bedload) Parker et al. (1998) Reduce: n = 3/2 (bedload); Terrestrial Fans (Stock et al., 2008), Experimental Fans No Dependence on g, D, or Flow Width!

12. Suspension-Dominated SandBedload-Dominated Sand Straight to Concave ProfilesConvexo-Concave Profiles

13. Bedload-Dominated Sand Straight to Concave Profiles

14. Bedload-Dominated Sand Experiments Vary Qw Lines are Theoretical Prediction (no tuning of parameters)

15. Bedload-Dominated Sand Experiments Vary Qso Lines are Theoretical Prediction (no tuning of parameters)

16. Suspension-Dominated Sand Convexo-Concave Profiles

17. Suspension-Dominated Sand Experiments Vary Qw Lines are Theoretical Prediction (no tuning of parameters)

18. Suspension-Dominated Sand Experiments Vary Qso Lines are Theoretical Prediction (no tuning of parameters)

19. Suspension-Dominated Coal Experiments Lines are Theoretical Prediction (sediment transport coefficient tuned to match lowest Qso/Qw point)