Investigating a new approach to enhance the discharge capacity of labyrinth weirs

Climate change has caused the inefficient operation of a significant number of old weirs to pass large discharges. Therefore, this study aimsto increase the discharge capacity of the labyrinth weir. A new approach was proposed by modifying a labyrinth weir structure. The data wereobtained from the quarter-round crest and different sidewall angles ranging from 8 degrees to 35 degrees. A conventional labyrinth weir was used for com-parison. The results showed that the percentage of the notches area to sidewalls area of the weir (An/Aw) does not exceed 8%. Also, thepercentage of the notches'length to the total crest length (delta L/Lc) does not exceed 32%. Also, the percentage of the notch depth to the side-wall depth (delta P/P) does not exceed 30%. The other parameters are kept constant. These dimensionless terms provided a maximum compounddischarge coefficient (Cdc) of 0.74. Also, the compound discharge coefficient initially increased at low water head ratios and decreased athigher values of water head ratios. The regression empirical equations were generated. A labyrinth weir with a larger sidewall angle wasless efficient. The maximum increase in efficiency was 10% for a sidewall angle of 6 degrees when compared to conventional labyrinth weirs.