Water fl ow in a rectangular channel is to be metered by a thin-plate weir with side
Chapter 10, Problem p10.121(choose chapter or problem)
Water fl ow in a rectangular channel is to be metered by a thin-plate weir with side contractions, as in Table 10.2b, with L 5 6 ft and Y 5 1 ft. It is desired to measure fl ow rates between 1500 and 3000 gal/min with only a 6-in change in upstream water depth. What is the most appropriate length for the weir width b?
Unfortunately, we don't have that question answered yet. But you can get it answered in just 5 hours by Logging in or Becoming a subscriber.
Becoming a subscriber
Or look for another answer