The most ideal condition for energy dissipation for the design of spillways is when the tail water curve

- 1
  
  lies above jump height curve at all discharges
- 2
  
  coincides with jump height curve at all discharges
- 3
  
  lies below the jump height curve at all discharges
- 4
  
  lies above or below the jump height curve, depending upon the discharge

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