A weir can be used to measure flow rate, from the known relationship between height of the water level above the weir crest, weir length and flow rate (assuming the water level downstream is below the weir crest). However, the flow coeffiecent depends on the conditions, among other things on wether the flow is aerated from below. In low flow conditions, the water flow may cling to the weir resulting in another flow coefficient.
According to the DWA-M 181 straight weirs can achieve a decent accuracy for flow ranges $Q_{max}/Q_{min}$ = 25 to 30, if the weir is built according to the ISO 1438. The crucial element is areation of the water jet, according to the DWA-M 181. What does ISO 1438 (or other similarly authoritative voices) say about straight weirs and how to build to achieve decent accuracy over a wide range?
the weir will be mounted into a rectangular concrete channel.
(Image source is the DWA-M 181 that mostly points to the ISO 1438)