- Asked 4/23
- 2080 Chaitra · 2 marks
- 2077 Chaitra · 2 marks
- 2075 Bhadra · 2 marks
- 2071 Bhadra · 1 mark
Define incipient motion condition
Short answer
Incipient motion is the threshold condition where hydrodynamic forces on a bed particle equal its resisting forces, just before movement begins. It is characterized by critical shear stress τc or critical velocity Vc. A mobile boundary channel has erodible boundaries of loose sediment that can be transported and reshaped by the flow.
What do you mean by incipient motion condition in a mobile boundary channel? (Also define mobile boundary / alluvial channel.)
Incipient motion
Incipient motion is the condition at which the hydrodynamic forces (drag and lift) acting on a bed particle are just equal to the forces resisting its movement (submerged weight and friction). It is the threshold between a stable bed and a moving bed: if the flow increases even slightly, the particle starts to move.
It is described by:
- the critical (threshold) shear stress : the bed shear stress at which motion starts; or
- the critical velocity at which motion starts.
Quantitatively, for non-cohesive grains, is obtained from the Shields diagram, . Motion occurs when the actual bed shear stress exceeds .
Mobile boundary (alluvial) channel
A mobile boundary channel is an open channel whose bed and banks consist of loose granular material (sand, gravel, silt) that can be eroded, transported and deposited by the flowing water itself. The boundary is therefore deformable: the shape, slope and bed forms of the channel adjust to the flow and sediment load. Natural rivers, and unlined earth canals in sandy soil, are examples.
An alluvial channel is a channel formed in alluvium, that is, in its own deposited sediment. Its geometry is partly determined by the flow, unlike a rigid boundary channel (concrete or rock lined) whose boundary does not change.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Boundary shear distribution in alluvial channel · Hydraulics, chapter 10
- Mobile boundary design: three approaches · Hydraulics, chapter 10
- Rigid versus mobile boundary design principle · Hydraulics, chapter 10 · asked 3×
- Boundary shear stress and compound channel flow · Hydraulics, chapter 6
- Tractive force method of channel design · Hydraulics, chapter 10 · asked 3×
- Parameters of mobile multipath channel · Wireless Communication, chapter 3
- Boundary condition, find E2 · Electromagnetism, chapter 2
- Boundary condition with μr = 10, find B and H · Electromagnetism, chapter 3 · asked 2×
- Waterway and crest level at alluvial zone · Irrigation and Drainage Engineering, chapter 5