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Guide bund purposes and design components

Short answer

Guide bunds guide river flow axially through the waterway, prevent flanking and eddies, and minimize afflux. Design: waterway W = 4.75√Q; upstream shank length 1–1.5W, downstream 0.2–0.5W; top width 6 m, freeboard 1.5 m; pitching thickness t = 0.06Q^(1/3); launching apron width 1.5D' based on scour depth R = 0.47(Q/f)^(1/3), max 2R at nose.

What are the purposes of guide bunds? Explain with plan and sectional views at critical locations design of components of guide bunds (design criteria).

A guide bund is a pair of embankments, built along both banks upstream (and a short length downstream) of a bridge or barrage, which guide the river through the opening without allowing it to outflank the structure.

Purposes

  1. Confine and guide the river axially through the waterway.
  2. Prevent the river from attacking the approach embankments and abutments (flanking).
  3. Prevent the formation of eddies and cross-currents near the structure.
  4. Keep the scour holes and deposits away from the structure.
  5. Maintain a smooth, symmetrical entry of flow, so the afflux is minimum.

Design criteria (Lacey and Garg)

Plan

  • Waterway W=4.75QW = 4.75\sqrt{Q}.
  • Length of upstream shank: 1.01.0 to 1.5 W1.5\,W; downstream tail: 0.20.2 to 0.5 W0.5\,W.
  • Upstream curved head: radius about 0.5W0.5W and sweep 120∘120^\circ to 145∘145^\circ; downstream curved head: smaller radius, sweep about 45∘45^\circ.
 U/S                                 D/S
   ___________________________  |  ____
  /  shank 1.0-1.5 W           \ | /    \ tail
  \____________________________/=|=\____/ 0.2-0.5 W
  curved head                     axis
        <------ waterway W ------>

Cross-section at the shank

  • Top width 6 m (3 to 6 m) and top level == HFL ++ 1.5 m free-board.
  • Side slopes 2:1 on the river side (pitched) and 2:1 on the country side.
  • Pitching thickness t=0.06 Q1/3t = 0.06\,Q^{1/3} on a filter 0.15 to 0.30 m thick.

Launching apron

  • Scour depth R=0.47(Q/f)1/3R = 0.47(Q/f)^{1/3}; maximum scour below HFL is 2R2R at the nose and 1.5R1.5R at the shank.
  • Depth of apron below bed D′=D' = (scour below HFL) −- (flood depth).
  • Width =1.5D′= 1.5D' and thickness =1.5t= 1.5t when launched on a 2:1 slope (laid thickness about 2.25t2.25t).
 Section at shank                 Section at nose
      ____6 m___                      ___6 m___
     /          \ HFL+1.5            /         \
 HFL/____________\                 HFL/___________\
   / pitching t   \                  /             \
 _/_______apron____\_             _/____apron 2R_____\_

At the nose the scour is deeper (2R), so the pitching continues around the head and the apron is wider and thicker; sections are flatter (3:1) at the head.

✓ Answer checked by Claude Opus 5.5 (high effort)

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