A Hydraulic Study of Sharp Crested Weir with Orifices.

Effect of Taildepth Variation on Combined Discharge over Weirs and below Gates.

Critical Water Depth Features over Broad-Crested Weirs.

CHARACTERISTICS OF FLOW THROUGH WEIRS CONTROLLED GATE WITH AN OPENING

Flow over Skew Side Weirs in Non-Prismatic Rectangular Channels.

An Experimental Study of Flow over Rectangular Broad Crested Weir

Using the Brink Depth in Discharge Measurement for Inverted Semicircular Open Channels

Characteristics and prediction of simultaneous flow over broad-crested weirs and through culverts

Artificial Neural Network Model for Predicting Discharges over Weirs of Finite Crest Widths.

Effect Of Geometry Of The Broad Crested Weir On The Dimensions Of The Downstream Apron