Glenn Herbert wrote:As you mention an 8' pitchback wheel, I assume you have 8' of head available.
The workable drop from the top of the dam wall (bottom of Weir channel) is just over 10 feet (somewhere around 10'4"+/-) to the surface of the water at the bottom of the dam so I am figuring an 8 ft wheel is the most practical due to needing to build a Penstock and having some breathing room underneath for water drain. However, depending on final design of the wheel, I may be digging out an area and pouring an entirely new concrete foundation for the wheel. If I build a new concrete foundation, then a 10ft wheel is very doable with aprox 12" drop built into the Penstock over the 20ft distance from the current dam wall.
Glenn Herbert wrote:You mention flowing 3mph over the weir, which seems very slow. Do you have a weir that drops the water immediately after it, or is this just a cross section of a flowing channel?
3mph is a VERY vague guess. The speed is probably considerably higher. I just don't know how to measure the flow speed of the water as their are 3 water sources converging just below the dam so water is turbulent and 100 ft downstream the streambed is very uneven with rocks and such. I have ready about measuring using a float and timing it over a measured distance, but width and depth of the streambed would be needed according to what I read and those measurements very drastically over very short distance upstream or downstream.
Is there a kind of flow meter available that I could submerge or dunk into the water to measure water speed as their is to measure windspeed?
The "Weir" that I mention is just a cross sectional area at the top of the dam. There are 3 of these sections separated by 24" tall divider walls. Looks like |______|______|______| I figure utilizing one of these is the most practical and allows for the best regulation of water flow.
Thank you