From: Using side flow jets as a scour countermeasure downstream of a sluice gate
Parameter | Range |
---|---|
Discharge Q (Ls−1) | 32, 34, 36, 38, 40 |
Angle of flow jet from wall θ (°) | 150, 120, 90, without jet |
Sluice gate opening G (cm) | 6, 6.5,7 |
Froude number upstream of the jump Fr1 | 2.31–3.71 |
Froude number downstream of the jump Fr2 | 0.31–0.41 |
Flow depth upstream the sluice gate H (cm) | 26.6–37.07 |
Jet velocity to velocity upstream the jump Vj/V1 | 0.49–0.71, without jet |
Flow depth upstream of the jump y1 (cm) | 4.2–4.9 |
Flow depth downstream of the jump y2 (cm) | 17.07–19.54 |
Maximum scour depth Ds (cm) | 5–7.2 |
Length of scour Ls (cm) | 65–113.5 |
Volume of scour Vs (cm3) | 13,331–38,088 |