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DESIGN OF HYDRAULIC STRUCTURES
Course Code: 101612
Branch: Civil Engg.
Credit: 03
Prepared By:
Rajkishor,
Assistant Professor,
Department of Civil Engineering,
Bhagalpur College of Engineering, Bhagalpur
DESIGN OF HYDRAULIC CHANNEL BY TRACTIVE APPROACH
Sediment Transport:
 Whenever water flows in a channel (natural or river), it tries to scour
its surface.
 Silt or gravel or boulders get detached from the bed or sides of the
channel.
 These are swept in downstream by the moving water.
 This phenomenon is known as sediment transport.
 Sediment transport further results in silting and scouring which may
damage channels or reservoirs.
Sediment Load:
 The sediment in a canal is a burden to be borne by the
flowing water which is known as sediment load.
SEDIMENT LOAD
BED LOAD
SUSPENDED LOAD
 Bed load is that in
which the sediment
moves along the bed
with occasional
jumps into the
channel.
 While the suspended
load is the one in
which the material is
maintained in
suspension due to the
turbulence of the
flowing water.
Bed Formation:
• At very low velocities, the bed doesn’t move at all.
• For example, In case of fine sand (lesser than 2mm dia) when
velocity is increased gradually, then-
Till now, The flow is in
SUB-CRITICAL stage.
Mechanics of Sediment Transport:
• Considering the soil to be incoherent (c =0), each soil particle can
be studied separately, there are no cohesive force between the
particles such as in sand or gravel.
• Tractive force or Drag force or Shear force is the basic
mechanism involved in sediment transport, exerted by water in the
direction of flow.
• This force is nothing but pull of water on the wetted area.
Distribution of tractive stresses or shear stresses
generated in a trapezoidal channel section
Incipient Motion of Sediment:
is defined
After balancing and simplifying these forces and using ‘c’ as denotation for
subscript of critical condition, we have
For no scouring condition-
it
(For no scouring condition)
Tractive Approach Part 1.pptx
Tractive Approach Part 1.pptx
Tractive Approach Part 1.pptx

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Tractive Approach Part 1.pptx

  • 1. DESIGN OF HYDRAULIC STRUCTURES Course Code: 101612 Branch: Civil Engg. Credit: 03 Prepared By: Rajkishor, Assistant Professor, Department of Civil Engineering, Bhagalpur College of Engineering, Bhagalpur
  • 2. DESIGN OF HYDRAULIC CHANNEL BY TRACTIVE APPROACH Sediment Transport:  Whenever water flows in a channel (natural or river), it tries to scour its surface.  Silt or gravel or boulders get detached from the bed or sides of the channel.  These are swept in downstream by the moving water.  This phenomenon is known as sediment transport.  Sediment transport further results in silting and scouring which may damage channels or reservoirs. Sediment Load:  The sediment in a canal is a burden to be borne by the flowing water which is known as sediment load.
  • 3. SEDIMENT LOAD BED LOAD SUSPENDED LOAD  Bed load is that in which the sediment moves along the bed with occasional jumps into the channel.  While the suspended load is the one in which the material is maintained in suspension due to the turbulence of the flowing water.
  • 4. Bed Formation: • At very low velocities, the bed doesn’t move at all. • For example, In case of fine sand (lesser than 2mm dia) when velocity is increased gradually, then-
  • 5.
  • 6. Till now, The flow is in SUB-CRITICAL stage.
  • 7.
  • 8. Mechanics of Sediment Transport: • Considering the soil to be incoherent (c =0), each soil particle can be studied separately, there are no cohesive force between the particles such as in sand or gravel. • Tractive force or Drag force or Shear force is the basic mechanism involved in sediment transport, exerted by water in the direction of flow. • This force is nothing but pull of water on the wetted area.
  • 9.
  • 10.
  • 11. Distribution of tractive stresses or shear stresses generated in a trapezoidal channel section
  • 12. Incipient Motion of Sediment: is defined
  • 13.
  • 14.
  • 15. After balancing and simplifying these forces and using ‘c’ as denotation for subscript of critical condition, we have
  • 16.
  • 17.
  • 18. For no scouring condition- it
  • 19. (For no scouring condition)