The phrase "average flow at" is correct and usable in written English.
It can be used in contexts related to measurements, statistics, or data analysis, particularly when discussing the typical rate of movement or transfer of something, such as water, traffic, or information.
Example: "The average flow at the river's mouth was measured to be 500 cubic meters per second."
Alternatives: "mean flow at" or "typical flow at".
The average flow at the upper limit of the tideway, at Teddington, is 1,856 cubic feet (53 cubic metres) per second, rising to 4,640 cubic feet (130 cubic metres) per second after winter rain.
The 1976s, 1996s, 1998s and 1999s presented lower flows than the double of historical average flow at Araguatins station.
With an average flow at the mouth of about, the Willamette ranks 19th in volume among rivers in the United States and contributes 12 to 15 percent of the total flow of the Columbia River.
With an average flow at the mouth of about, the Columbia is the largest river by volume flowing into the Pacific from North America and is the fourth-largest by volume in the U.S. The average flow where the river crosses the international border between Canada and the United States is from a drainage basin of.
MMF: Maximum Milk Flow; AVGF: Average Milk Flow; AT: Ascending Time; TP: Time at Plateau; DT: Descending Time; TMT: Total Milking Time.
While generally dwarfed by explosion-dominated eruptions, average flow rate at these compound flow fields is much greater than what is observed at similar contemporary lava flows on Earth.
Transient RANS CFD methods are employed to obtain the performance, thrust, and average flow speeds at the turbine plane in simulations performed in three comparable cases: bare turbine, bare diffuser and diffuser-augmented turbine.
Among the five hydraulic factors (i.e., flow velocity, runoff depth, shear stress, stream power, and unit stream power), flow velocity and stream power showed close relationships with SOC concentration, especially the average flow velocity at 2 m from the outlet where the runoff attained the maximum sediment load.
In consideration of runoff rate, average flow velocity at 2 m location from the outlet, and slope steepness as input variables, a hydraulic-based sediment and SOC loss model was built on the basis of the relationships of hydraulic factors to sediment and SOC loss.
The maximum power-output curves were calculated based on the average flow rate at the dam site, assuming the water level is 175 m and the plant gross efficiency is 90.15%.
However, in the summer season, the maximum organic load was calculated at average flow rate 60.25 kg/day at 12 noon.
