One method to accurately measure flow Q for small and medium-size streams is through the use of a slotted Weir.
Methods for Measuring Your Stream Flow…

Stream Flow x Fall = Hydro Power

Stream Flow x Fall = Hydro Power
Stream Flow x Head Pressure = Power
Stream levels will change through the seasons, so it is important to measure FLOW at various times of the year. We will need these varied flow measures to create an FDC or flow Duration curve, more on the FDC in a later post. If this seasonal variable flow measure is not possible, attempt to determine various annual flows by discussing the stream with a neighbor, or finding US geological survey flow data for your stream or a nearby larger stream. Also keep in mind that fish, birds, plants and other living things rely on your stream for survival. Especially during low water seasons, avoid using all the water for your hydro system. FLOW is typically expressed as volume per second or minute. This is also called a “FLOW rate” since it is a dynamic volume per time interval. Common examples of volume units are gallons or liters per second (or minute), and cubic feet or cubic meters per second (or minute):
A rectangular slotted Weir consists of a temporary dam structure with a rectangular slot are opening gate.
This slotted Weir gate has the following characteristics;
- All stream flow to be measured, Q. is constrained to go through the slotted gate.
- The bottom of the rectangular slotted Weir gate is leveled horizontally.
- A reference stake or pole is driven into the stream bed below the water line. So that it is exactly level with bottom of the Weir gate.
- The stake must be placed upstream at least four times the distance of the maximum Weir gate water depth.
- Water must be allowed to exit the Weir gate freely, such that there is an air gap beneath it as it flows over the Weir. A “sharp” 90 degree edge lip helps here.
- Water upstream of the Weir must move freely and not have major disturbances.
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Water will contract or shrink in width x depth, as it increases speed, when it approaches and flows through the opening.
Given both the width and depth of the water flowing over the Weir; it is a simple procedure to look up the value for the water flow using a Weir table.
The following table is based on a reference Weir gate 1 inch wide.
An example of use is as follows:
Assume your Weir gate is 1 foot wide or 12 inches, you measure the water passing over it at 6 1/4 inches.
Using the table, you look up 6+1/4 and read 6.2 5 CFM per inch of width.
Multiply 6.25 CFM/in x 12 in = 75 CFM. That’s a pretty decent flow, if you have enough head you may be in business.
FYI – Metric Formula for a rectangular notched Weir is: Q = 2/3 x Cd x , 2g^1/2 x (L – 0.2h) x h^3/2, Where Cd is the coefficient of discharge.
Take Cd = 0.6 (normal case) then Q = 1.8 x (L – 0.2h) x h^3/2 in liters/sec
—
| Inches | ||||||||
| +0/8 | +1/8 | +1/4 | +3/8 | +1/2 | +5/8 | +3/4 | +7/8 | |
| 0 | 0.00 | 0.01 | 0.05 | 0.09 | 0.14 | 0.19 | 0.26 | 0.32 |
| 1 | 0.40 | 0.47 | 0.55 | 0.64 | 0.73 | 0.82 | 0.92 | 1.02 |
| 2 | 1.13 | 1.23 | 1.35 | 1.46 | 1.58 | 1.70 | 1.82 | 1.95 |
| 3 | 2.07 | 2.21 | 2.34 | 2.48 | 2.61 | 2.76 | 2.90 | 3.05 |
| 4 | 3.20 | 3.35 | 3.50 | 3.66 | 3.81 | 3.97 | 4.14 | 4.30 |
| 5 | 4.47 | 4.64 | 4.81 | 4.98 | 5.15 | 5.33 | 5.51 | 5.69 |
| 6 | 5.87 | 6.06 | 6.25 | 6.44 | 6.62 | 6.82 | 7.01 | 7.21 |
| 7 | 7.40 | 7.60 | 7.80 | 8.01 | 8.21 | 8.42 | 8.63 | 8.83 |
| 8 | 9.05 | 9.26 | 9.47 | 9.69 | 9.91 | 10.13 | 10.35 | 10.57 |
| 9 | 10.80 | 11.02 | 11.25 | 11.48 | 11.71 | 11.94 | 12.17 | 12.41 |
| 10 | 12.64 | 12.88 | 13.12 | 13.36 | 13.6 | 13.85 | 14.09 | 14.34 |
| 11 | 14.59 | 14.84 | 15.09 | 15.34 | 15.59 | 15.85 | 16.11 | 16.36 |
| 12 | 16.62 | 16.88 | 17.15 | 17.41 | 17.67 | 17.94 | 18.21 | 18.47 |
| 13 | 18.74 | 19.01 | 19.29 | 19.56 | 19.84 | 20.11 | 20.39 | 20.67 |
| 14 | 20.95 | 21.23 | 21.51 | 21.80 | 22.08 | 22.37 | 22.65 | 22.94 |
| 15 | 23.23 | 23.52 | 23.82 | 24.11 | 24.40 | 24.70 | 25.00 | 25.30 |
| 16 | 25.60 | 25.90 | 26.20 | 26.50 | 26.80 | 27.11 | 27.42 | 27.72 |
| 17 | 28.03 | 28.34 | 28.65 | 28.97 | 29.28 | 29.59 | 29.91 | 30.22 |
| 18 | 30.54 | 30.86 | 31.18 | 31.50 | 31.82 | 32.15 | 32.47 | 32.80 |
| 19 | 33.12 | 33.45 | 33.78 | 34.11 | 34.44 | 34.77 | 35.10 | 35.44 |
| 20 | 35.77 | 36.11 | 36.45 | 36.78 | 37.12 | 37.46 | 37.80 | 38.15 |














December 21st, 2009 at 7:18 pm
Please make a thin plastic template that can be attached to a weir board. Print the matrices on the plastic and include screws, etc.
I’ve made a number of thompson weirs; but the stream bed dimensions make using them problematic; i.e. I have to cut a new weir for every stream.
My clients are do-it-yourselfers, who are at their sites daily…
Provide a waterproof log that can be left at the weir for measurements.
DO you have an idea how valuable an annual cycle of stream measurements are to determine the best design?
Make it easy….my idea lol!!!
December 21st, 2009 at 7:22 pm
An analogy is, a test kit you’d mail into a lab; here you’re helping the waterway owner make accurate measurements and providing a convenient way to have them send a log of them to a microhydro consultant/manufacturer for a precise fitting…..I’d love to stock the ‘kit’ and then show the home owner how to set up the wier and measure water flows.periodically.
December 24th, 2009 at 8:07 am
I would like to be able to calculate flow (approximate) through a 6″ pvc pipe of 800 feet with a head of 12 to 16 feet – everything I find shows calculations with something in place – I do not want to run a 6″ pvc pipe 800 feet if not worth the electricity I could generate – assume unlimited water – will size down the pipe to 4″ just prior to the generator – how can I calculate water flow and pressure to find out what I could possibly generate – Ken
December 24th, 2009 at 5:26 pm
lifting water from flow on level plain.
repleanishing flow with minimum resource collected from flow.
pumping water into one end of a channel from the other end of the channel. the channel can accomodate an infinate amount of mill from one pump, how many mills can power one pump by circulating the water in one channel?
December 30th, 2009 at 9:52 am
hi. Where can one purchase just the pelton wheel part of the turbine? As shown in your 350kw. picture.
Thanks Bill
April 17th, 2010 at 4:37 pm
Don’t know if this is still active but, could one develop hydropower from flow coming out of a cistern?
February 21st, 2011 at 9:14 am
Imagine how much energy is wasted. If we could capture more of the sun, wind and water, we’d be energy independent.
James
August 24th, 2011 at 6:25 am
I want to have a good knowledge of monitoring stream flow using weir