Solving Diverters' Headaches To Provide Peace Of Mind And Help Stay Out Of Trouble
Category: Accurate, Lasting Devices
There are standard measurement devices on the lower end of cost: weirs, orifices, and flumes. They can be easily purchased pre-fabricated, saving you time and money. Accuracy and speed of measurement make these great for reporting and for defending your diversion against challenges. High tech options like acoustic Dopplers, magnetic meters, and propeller meters cost more but save time for larger diversions. All are good to +/- 5% or better when installed, easily meeting any standard for field measurements.
A question I often hear is, “Hey, I got this letter/a call from the State Water Resources Control Board. What am I supposed to do about measuring my flow?” The main number for the Water Board is (916) 341-5300 – and these folks have much more work to do than time to do it. Several calls may be required to reach a knowledgeable person who isn’t already talking to two telephone calls, or making three investigations in the field. So, start with the main contact, Paul Wells, who is very knowledgeable and can get you the answers or the person you need to talk to.
By the way, Thank You to Kathy Mrowka, who has been reasonable in working with diverters who are trying to comply. What she says often is true: talk with her and/or others at the Water Board and you’ll likely get consideration, some more time to comply, and reduced (maybe greatly reduced) fines.
Since many calls I get are about enforcement letters, calls, or visits from the Board, it’s probably most useful to have the phone numbers and emails from Enforcement Program Staff. Here they are, from the Water Rights Enforcement Program Web Page:
A flow measurement weir has to have a nappe that springs free, leaving an air gap (photo on left). What if your weir becomes submerged for some reason (photo below), and boards cannot be adjusted to make it work properly as a weir?
Submerged Weir, not working
One thing you can do is turn the weir into a submerged orifice. The weir board can be turned over, maybe
Weir Board As Orifice
moved down a board position, so the same board serves as a rectangular submerged orifice.
To do this, all the flow needs to pass through a hole cut into the boards. The depth of the hole doesn’t matter* as long as all of the hole is underwater enough to make it fully contracted. The area of the hole is very important – it could be in square inches, but square-foot areas are much more convenient to read flows directly from the USBR Water Measurement Manual. From Table A9-2, flows can be read directly if the area is a multiple of 1/4 square foot. For example, a hole that is 0.5′ (6 inches) by 0.5′ results in a 0.25 square-foot hole, which is the first column of the cross-sectional area values.
*If the hole is on the bottom and full-width, use Table A9-3, since the bottom will be suppressed.
This is me with weir boards, starting to stack the boards for a weir. I am using 2″ x 6″ lumber from Home Depot. The lengths are cut about 2″ short of the slot width, so when they swell they won’t get stuck in the slots. Once they’re all in, I end up with a 0.3′ high, 1.0’long, contracted weir. The board took 5 minutes to measure and cut with a saw.
When we got flow in the ditch, there was too much flow to use the 1.0′ weir. Instead, I used the full length of the board, 3.3′, to measure the flow. Here I am sticking the weir to get an accurate depth.
I turned over the same weir board to make an orifice of 0.3′ x 1.0′, or 0.3 square feet. That’s an area not in the tables of the Water
Measurement Manual, so I had to use the equation for a contracted, submerged, rectangular orifice.
This is a submerged orifice – you can’t see the 0.75 square-foot hole because it is underneath the water. There are two staff gages, one on the upstream side, and one on the downstream side. The difference between the depths shown on the staff gages gives the head. In this photo the head differential is 0.10′, less than the acceptable 0.20′ or higher. We’ll go ahead and read the flow from Table A9-2 above, 1.16 cfs.
A square or rectangular headgate makes a great rectangular submerged orifice, with bottom and side contractions suppressed (photo on left). Table A9-3 is used to read the flow for this type of submerged orifice. Weir boards can also be used this way, so the orifice is on the bottom instead of somewhere in the middle of the stack of boards. I don’t use boards this way because it makes more work – all the boards have to be removed to reconfigure the orifice back to a weir instead of just one or two.
That’s all for now, and may all your flow measurements be accurate! Please leave a comment below, on flow measurement devices or anything else:
UPDATE #2: Thank you to Mr. Jon Wachter with OpenChannelFlow, for correcting my mistake; I could not get your comment to show up so here is your comment verbatim (my emphasis):
Name: Jon Wachter
Comment: Nice pics. One thing to point out though: What you have in the first two pics is a Montana flume and not a Montana Cutthroat flume.
The Montana flume is a modification of the standard Parshall flume with the throat and discharge sections removed. The advantage – other than cost and ease of installation over a flume length flume – is that you use the same flow equations as the Parshall flume.
The Cutthroat flume – correctly identified in the last two pictures – is a different beast entirely. Keep in mind that the Cutthroat flume can be quite sensitive to upstream conditions – which has somewhat limited its use in recent years.
The AllWaterRights Blog has been online for a year now! 97 posts and going strong. Tell your friends so they have water rights and flow measurement information, too.
More good news for diverters who will need to install measurement devices…as promised in a previous post, the friend who has started making cutthroat flumes is now making Montana Cutthroat flumes.
3-inch Montana Cutthroat Flume From Back
Here are a couple of photos of a 3-inch flume he just completed. That sounds tiny, but it is nearly 1.0 feet tall, and it can measure up to about 0.85 cfs. This flume is small enough for one person to install by hand, with some expertise. Installation goes relatively fast.
What is the advantage of small flumes? In a ditch with some slope, where there are ripples in the flowing water, a weir can work well. Weirs usually need 1′ to 1.5′ of stacked boards, with 0.45′ for water above the crest of the weir boards. The minimum head (upstream water depth) required is about 1.5′ to 2′. If a ditch is flatter, where the flowing water surface has few ripples, even more head will be required. These 2 flumes need half or less the head of a weir.
3-inch Montana Cutthroat Flume From Side
Montana Cutthroat flumes require the minimum of material, that can still be highly accurate with care. They cut out the expansion section of the cutthroat and Parshall flumes, so preparation of the ditch at the exit requires more care. That is usually accomplished with some larger rock placed for several feet downstream of the end of the flume. If the ditch bottom is already gravel or rock, then little extra work is required.
For a short-term trial installation, the flume might be installed with just dirt back-fill, and for permanent installations, it will require some added sheet-metal flanges on the upstream size. Bagged pre-mixed concrete may be needed to back the upstream flanges.
All manufacturers I know, including my good friend who makes these, aim for better than +/- 5%, more like +/- 2 – 3%. +/- 5% is the Water Board‘s requirement for devices certified by the manufacturer, and devices certified in the field must have +/- 10% accuracy.
The prices on these are competitive, especially because shipping will cost less. These flumes give you, the diverter, more options for your particular budget and ditch conditions.
Flumes are just one option – maybe you have one that works well or you favor something else. Please let us know in the poll below:
Original Post Excerpt:
A good friend of mine, also a water measurement expert, does professional work with sheet metal, and he has come up with accurate, slightly lower cost cutthroat flumes for lower flows! Posts in this blog have already covered
Cutthroat Flume, Manufactured Locally
EZ-Ramp flumes (3.5, 7,0, 10, and 20 cfs) several times, so what is different about the cutthroats? The name comes not from cutthroat trout, which I loved to catch in Wyoming when I was a kid. Instead, it is because the throat section is cut out of what would otherwise be a Parshall flume, while still having high accuracy. These particular cutthroats are for LOW flows, say 0.05 to 0.68 cfs with high accuracy AND still reading flow directly in cfs. The manufacturer is working to include higher flow ranges (up to 3 cfs, and more) with very stiff but still relatively low-weight construction.
Cutthroat Flume, Manufactured Locally
The neat thing is, the costs are a little less than the EZ-Ramp flumes, comparing the same sizes. They are shipped fully built, but the manufacturer’s location is much closer than the bigger companies in Idaho and Utah, so shipping is less, too. Who doesn’t want to save some money?
My friend is working on a couple of other types of flumes, too, including a Montana Cutthroat. Each flume has advantages and disadvantages, depending on the flow range, site, soils, geology, sediment transport, and application. What are the advantages of each type of measurement device? We have discussed weirs, flumes, and orifices in posts here, and later we’ll discuss differences in flumes.
What if your weir breaks, flume tilts, inline flowmeter freezes, or your headgate jams? Don’t panic, but don’t ignore it. Get help to fix it. If you are in a water district,
Broken Weir In Blown-Out Ditch
community services district, watermaster service area, or other place
Temporary Weir In Ditch
where some agency regulates the flows, then contact them. Otherwise, you will be dealing with the Water Board concerning your measurement device and reported diversion amounts. Write it down: what happened, when, for how long, what you did to fix it. Scan what you wrote so you can send a PDF to staff at the Water Board if requested.
Temporary Board Orifice
The photo to the left is an example – on a stream where I watermastered, a diverter had not put in any device on a diversion. About 4 times the legal right was going down the ditch. I said, “Gimme the materials” and put in a board orifice. Then I gave the diverter a 30-Day Notice to put in a permanent device, which he did. A temporary fix solved the problem, and once the permanent headgate and weir were installed, the problem stay fixed.
If you had a professional install it (like Rights To Water Engineering), you are likely to get help soon, and maybe at a reduced cost if it is easy to fix. While you are trying to get a good and permanent fix, do something wrong instead of nothing. Well, not wrong, but do something as a stop-gap, knowing it will be replaced very soon. Put in temporary weir boards, check them once a day, write down everything you do, stay in touch with the Water Board. Communication is important – let staff at the Water Board know there was a problem, you are working on it, and you are taking steps to get it fixed right. The good folks at the Water Board are not looking to slap fines on people; they are looking for diverters to act reasonably, do something to start making the problem less.
Notes on broken weir box, July 12, 20xx. The weir box collapsed in on the north side when my neighbor drove a tractor tire over the backfill. The boards broke and are completely jammed in. I stuck a plywood, 90-degree V-notch weir about 20 feet downstream in the ditch, bracing it with 2″ x 4″ boards on the downstream side. I am measuring the flow once a day, and adjusting the headgate so the stage over the weir stays at 1.05 feet, which the table says is 2.81 cfs. My water right is 2.85 cfs so I am taking less. The data logger collects data every hour, but that data
Temporary Board Weir
is no good starting July 12. I called the Water Board and talked with Paul Wells, who asked when and how I intend to fix it.
July 23, 20xx – Rights To Water Engineering sent out a technician who brought a new concrete weir box. It is installed where I had the temporary plywood weir. The new weir box is 4 feet wide, same as the old one. The data logger is in the new box, so it reads the same as the old weir did. I will email my notes to Paul Wells at the Water Board, and I will include the notes in my annual report of diversions.
It was getting hard for ME to go back and find the posts I had written, so I added a Table Of Contents (TOC) to the left menu bar. As of this date, there are 86 posts! I like to put work into standard, documented procedures to simplify life and make it easier for me to do the same thing next time, and for the next person in my job to pick it up quickly. Why did I wait this long to do a simple TOC?
I wrote 5 times this much verbiage in emails as a bureaucrat, so it is not lack of ability. Of course most of my State emails were for everyday work and coordination. Little of it had public interest.
In this blog, though, every post is of interest to a few thousand water right holders. The TOC lets you scroll through every post at your leisure and pick out the titles you are most interested in today. Tomorrow you’ll have a different question, and the TOC and blog posts will still be here for your use.
Do you have a question or an idea you do not see in the TOC? Let me know and I’ll publish a post about it!
On the How Do I? page, I picked out the burning questions and the posts that provide the best answers. When I received phone calls in the Watermaster job from which I recently retired, this lookup format was most useful in helping someone solve an immediate problem.
Is there a water rights issue or flow measurement problem you can’t find an easy answer for? Let me know and I will write a post, then include the link on this page, too!
You are ready to install a measuring device on your diversion. How does that process work? If you do it yourself, then previous posts in this blog explain how to do that. What if you need outside assistance to get the work done? The steps to take are: 1) phone call or email me, 2) site visit with you or responsible person, with surveys as needed, photos, and any other needed information, 3) my evaluation back at the office, considering diversion size, slope, soils, water right, purposes of the diversion, and other important factors, 4) my report of findings, recommendations, and cost estimates of three or more alternatives goes to you – more than one way to get the job done, 5) you choose the option that works best for you, and then installation, which can take from two to ten hours per diversion, or longer if access is difficult, and 6) I certify the measuring device accuracy and suitability for submittal to the Water Board.
First is to call or email me, or another engineer or technician with flow measurement and water rights experience. When you call me, there are some basic questions I will ask to make sure I understand your needs:
Where is your diversion, on what creek or river? If it’s close I might be able to get there tomorrow; if it’s 200 miles away down a steep canyon, I might have to plan for next week. Some streams I know fairly well, including some of the water rights, and that helps me give you a faster and better idea of what you’ll need to do.
What is the basis of your water right? It may be a permit or license, decree, riparian, or a few other less common kinds of rights.
How much is your water right? It will typically be a flow amount, for example, 1.0 cubic foot per second, or 450 gallons per minute, or 40 miners inches. It might be just a volume, like 20 acre-feet per year.
Do you have a right to surplus flows? These may be defined in a decree, or by a permit or license. They might exist but not be defined, if your water right is riparian.
Is there any existing device at your diversion – headgate, concrete headwalls, or other structure? What condition is it in? Perhaps it can be improved to make an accurate measurement device, saving time and money.
Why do you want a device – just for compliance with the Water Board requirements, or also management, to reduceNuway Flume, Intermountain Ennvironmental
disputes with neighbors, and any other reasons?
Budget – do you have a set amount in mind, and how flexible is it to get a more durable, accurate, or simple-to-use device installed?
Scheduling – when can we meet, how fast are you looking to get this device installed and certified?
Step 2, visit the site. Things I need to see are access, possible sites for a device, equipment available for installation, soil type, ditch slope, ditch condition (cows walking the banks, or
Photo Credit: morguefile.com
isolated from livestock), and other important physical factors. I will take notes, photos, quick level surveys, and collect any other necessary information.
Step 3, I perform the evaluation back at the office. I include consideration of several devices, and assessment of which one offers the best performance with durability. The soil type will dictate whether native fill can be used for backfill, or whether 3/4″ minus road base is necessary for a good seal of the bottom and sides of the structure. Access by livestock may require a heavier device, like a prefabricated concrete Briggs weir.
Step 4, I produce a report of findings, recommendation(s), and cost estimates. This is typically a two to four page report for each diversion. All of
Photo Credit: morguefile.com
the information for the existing diversion and water right is summarized. I discuss physical conditions and the importance of each, plus constraints because of each site Several alternatives are given, with advantages and disadvantages of each. I detail a cost estimate for each alternative, and then I include the top recommendation.
Photo Credit: morguefile.com
Step 5, I will begin installation on the alternative you choose as soon as both our schedules will allow. Installation of Briggs weirs or pouring a concrete flume in place will require a backhoe; the newer sheet-metal flumes can be placed by hand, or may need a crew or backhoe for larger, premanufactured flumes. Important: the installation is not finished until we run flow through the device, make sure everything is working right, and show you how it works. If we can’t run
Photo Credit: morguefile.com
flow at the installation time, we’ll schedule when I can come back and make sure everything works or is adjusted so it does work as designed.
Step 6, engineering certification of the measurement device for the Water Board. This will include at least the minimum-required certification, and may include an engineering report for any non-standard conditions. Photos, diagrams, a brief operations manual, and other relevant information will be included.
That’s it! With those steps done, your diversion will comply with State law, allow you to manage your water effectively, and reduce neighbor disputes. That’s all for now, a good Sunday to all!
A good friend of mine, also a water measurement expert, does professional work with sheet metal, and he has come up with accurate, slightly lower cost cutthroat flumes for lower flows!
Okay, this may not be the most exciting of subjects, so I am including a photo of our new Springer Spaniel puppy Netti. She is 9 weeks old, 10 lbs., and is training very fast. She’ll keep the raccoons out of the landscaping and garden, and might hunt too. She is a natural at fetching tennis balls!
Back to flumes – posts here covered the EZ-Ramp flumes (3.5, 7,0, 10, and 20 cfs) several times, so what is different about the cutthroats? The name comes not from cutthroat trout, which I loved to catch in Wyoming when I was a kid. Instead, it is because the throat section is cut out of what would otherwise be a Parshall flume, while still having high accuracy. These particular cutthroats are for LOW flows, say 0.05 to 1.0 cfs with high accuracy AND still reading flow directly in cfs.
The manufacturer is working to include higher flow ranges (3 cfs and more) with very stiff but still relatively low-weight construction.
The neat thing is, the costs are a little less than the EZ-Ramp flumes, comparing the same sizes. They are shipped fully built, but the manufacturer’s location is much closer than the bigger companies in Idaho and Utah, so shipping is less, too. Who doesn’t want to save some money?
My friend is working on a couple of other types of flumes, too, including a Montana Cutthroat. Each flume has advantages and disadvantages, depending on the flow range, site, soils, geology, sediment transport, and application. What are the advantages of each type of measurement device? We have discussed weirs, flumes, and orifices in posts here, and later we’ll discuss differences in flumes. In the meantime, a website with some very good information on flumes and other measurement devices is http://openchannelflow.com/
This is a shorter post, after two of the last three being long posts. I wish you success at flow measurement, understanding and protecting your water right, and (never joyful) regulatory compliance. Have a good night!
As irrigation season moves into harvest, diversions are now reduced or shut off. You have a drying ditch now or you will by the end of October, and then most of November and part of December that should be dry enough for quick field work. This is the time to install in-ditch or in-pipe devices needed next year – for many diverters, starting January 1. Here is theWater Board‘s table, with equivalent water right columns added. How those equivalent water rights were calculated is explained in a previous post: How Do I Comply With Water Board Regulations? Part 2
SWRCB Measurement and Recording Requirements for 2017 (diverters exempted where Watermaster reports)
Past posts in this blog have discussed several types of open-ditch measurement devices that are easy to install, inexpensive compared to formed-and-poured concrete structures, and readily available. These includes weirs, flumes, and orifices.
As covered before, installing Briggs prefabricated concrete weirs needs a backhoe or excavator, but site preparation in a ditch is simple and takes only 2-3 hours if access to the site exists. These are shipped from Willows, and when several of your neighbors are ready, or if you have several diversions, then trucking can be arranged to keep delivery cost down.
EZ-Ramp Flumes from Intermountain Environmental in Colorado come disassembled, with all connectors, and weigh 62 lbs up to 400 lbs for flumes ranging in size from 3.5 to 20 (!) cfs. They are inexpensive and while the larger sizes will probably require a backhoe for site preparation and backfill, the smaller sizes can be installed by hand in a narrow part of the ditch.
The previous post covered water level loggers, which you need to automatically record data at your measurement device. Whether you go with Frank Crowe’s neat $700 option for the Vegetronix and AquaPlumb, or the ready-to-go, set it and forget it PMC Versaline at $1,700 installed, you will be compliant with theWater Board‘s regulations.
That’s it for tonight! Have a great rest of the week and weekend.
Recording is the other half of measuring diversions from streams, under California’s new water diversion measurement and reporting regulations. Diverters are required by law to measure flows at frequencies based on the volume of water diverted in a year. The flow has to be measured and recorded. Of course diverters don’t care about the data – it costs money and it doesn’t add income. What you and I want in all of our purchases is the best value for the money.
For very small diversions, flows have to be recorded weekly. That is easy to do as long as someone goes to the diversion at least once a week.
Photo credit: globalw.com
For medium-sized diversions, flows must be recorded daily. This is possible, but it doesn’t allow for the owner or employees to have time off, travel, and so on. At this level of recording, an automatic recorder of some type is necessary. Large diversions must be recorded hourly, and automatic recording is the only practical way to be sure flows are recorded.That is the subject of today’s post: automatic recording of flows, or what is really done most of the time, recording water levels and using equations to calculate the flow.
We will leave aside the discussion of propeller, acoustic Doppler, magnetic, and other in-line meters. If you have a diversion that goes through a long length of straight pipe, one of these devices can be bolted in or strapped on. This post is about open diversions into a ditch, where an instantaneous measurement device (weir, orifice, flume) already exists. These open devices do not measure flow directly, they measure the water level. An equation is used to convert that level to a flow.
There are hundreds of devices (ready to go) and components (connected parts) to measure water levels. There are also hundreds of loggers that collect data. Here, we will look at 4 water level sensors connected to data loggers, called water level loggers.
The first is a setup that rancher and retired aircraft engineer Frank Crowe has been working on. Frank’s desire is to save him and his neighbors money, so he has been working with theVegetronixAqua-PlumbWater Level Sensor connected with theLogger-8-USB. Together these are $340, which is
the least cost of anything that I have seen. Add shipping, tax,
and $60 in other parts and batteries, and for $450 you’ll have the parts you n
eed for moderately durable, reliable, and accurate water level logger. Not only that, but the Logger-8-USB has 8 channels altogether, so a diverter could measure up to 8 water levels at once by adding 7 more sensors at $95 apiece, not including tax and shipping.
Here is Frank’s latest setup with his comments: “Finally was able to put together a prototype package for the Vegetronix sensor. The box is a little bigger than needed, but seems to work. I’m trying to get the data to download into something I can analyze, but it seems to work very stable.
The pipe is 3/4″ mounted to the box, with the sensor wire going down to about an inch from the bottom and then returns up over 12″, therefore doubling the sensitivity. The end is held by some wire at the moment, but would probably work better with a stainless steel spring. The top of the pipe is not sealed, but should be to keep the humidity out of the box. Of course if the data logger were in a separate box, the seal would not be necessary.
To exercise the thing, it is stuck into a 3″ pipe with a water drip going in and a drain at the bottom. The overflow hole is 13″ above the bottom.”
So, what is the trade-off? If you are handy, somewhat experienced with electronic components, and willing to spend some hours, you can set this up yourself. Frank can help a few of his neighbors, but he has his family and ranch requiring his time, too. Otherwise, it is going to cost a couple hundred dollars or so for someone to set this up for you. It needs to be checked, maintained, and adjusted more often than the integrated water level loggers, too, so the maintenance and downloading cost can be $50 to $100 per year if everything is working well.
Next, theOnset Hobo U20L-04 Water Level Loggeris $300 before shipping and tax. The DWR Groundwater folks I worked with for years, use these in groundwater wells. They are easy to set up – program one and place it in a stilling well. Take it out once or twice a year to download the data. The battery life is 5 years, maybe more.
Why aren’t these automatically the cheapest option?They may be the cheapest if a diverter has 3 diversions or more, or several neighbors are using the same Hobo U20L-04.However, they are not vented, meaning that as atmospheric pressure changes due to low pressure areas and storms, the device’s pressure reading will not be as accurate. Therefore Onset recommends having a second U20L-04 set up outside the water to measure the pressure change over time. The second device can be some miles away, so one outside calibration device could be used for several in the water within a 100-square-mile area.
What I heard from colleagues is that these did not last for 10 years, and often not for five years. Durability and reliability of a device are important for uninterrupted data, and therefore compliance with the Water Board’s regulations. The more often a device has to be replaced, the more it costs over time.
In summary, the cost of Onset Hobo U20L-04 devices is $600 plus tax and shipping. This cost may be reduced somewhat if the cost of a calibration device can be shared between several diverters, or several diversions.
The third device discussed here is theGlobal Water WL-16. This is an integrated, vented device, designed to program and set in a pipe. Watermasters have used these for years at various diversions. They cost about $1,000, before tax and shipping.
The WL-16 has a stainless steel casing and is fairly tough. They should last a good 5 years. The problem is at the sensor end – it is relatively easy to clog up in warm-water conditions, with algae and/or silt. In cool flowing water, it might operate for the whole irrigation season. In warmer or still water, it will have to be checked and sprayed clean every 1 to 3 months. Watermasters have put the sensor ends in distilled water in baby-bottle bags, and rubber-banded the tops of the bags closed to keep the sensors clean for the entire irrigation season.
One other concern which I have not discussed with the manufacturer – the manual for the WL-16 was updated in 2009 and refers to Windows XP, not the current Windows 10. I am sure that a newer manual is sent out with the device when it is purchased. Overall, with some care to check the sensor end and clean it as necessary, this is a great drop-it-in-and-turn-it-on option.
The fourth and final water level logger discussed here is thePMC Versaline VL2111 – WLS-31Water Level Datalogger. This looks much like the WL-16, but instead of a silicon bladder at the end of sensor, it has a non-fouling ceramic sensor.At $1,370 before tax and shipping, it has the highest purchase cost of the 4 listed in this post, but it is my recommendation for durability, reliability, and low maintenance.
The Versaline is made for wastewater; in other words, for sewer lines. The datalogger end is vented and it is not supposed to be submerged, same as the Vegetronix components and the WL-16. However, it is made to put inside manholes where it is very warm and humid. The PMC guys have maintained the sensor end in rough environments with the equipment lasting 8 to 12 years. If the sensor gets completely covered with algae (or something worse), it still works. It can be cleaned off with a toothbrush if it seems so clogged it might prevent water from getting to the ceramic end. The data logger and sensor are fairly new but are improvements on the older, long-lived versions.
The VL2111 – WLS-31is three times the cost of the least-expensive option. However, it might be the least expensive in the long run…it sure is the most worry-free of all the options listed here!
Briggs Manufacturing weirs are a known quantity and work well. As we have covered before, weirs are supposed to flow at or less than 1 cubic foot per second (cfs) for every 1 foot of width for the highest accuracy. With adequate soil for backfill and some 6″ and larger rock for reinforcement, they might not require anything other than a backhoe, the box, and an expert installer to get a highly accurate weir box in place and working. Weirs are nice, too, because they don’t need a stilling well – a data logger in the upstream pool will measure the “still” pool depth nicely, and if placed at the weir entrance or just upstream, will not measurably affect accuracy.
A direct-reading staff gage could be installed on a weir, reading directly in cfs, but the boards would always have to be exactly the same for it to work right. In reality, weir boards are changed out for different flows, or a smaller weir is cut into a board (or sheet metal screwed to a board) to measure low flows. Boards configured as an orifice are usually submerged, so depths are measured upstream and downstream of the boards anyway. The point is that a calculation has to be done, or a table checked to get the flow for each measurement.
Also, weirs can be run at higher flows than 1 cfs / 1 ft. but the measured flow is less accurate. The stability of the box and backfill becomes more of an issue, too, as it does with a steeper ditch and inadequate backfill soils. The usual ways of increasing stability are pretty standard:
Compacted 3/4″ minus road base may be needed for a solid base and flow-proof backfill.
Wingwalls of sheet metal (or even plate steel) may be required upstream, and maybe also downstream. See the weir above – even though in a flat ditch, it still needs upstream sheet metal wingwalls.
Rock reinforcement on the outside faces of the wingwalls is always a good idea.
I just made a proposal for a rancher, with options for EZ-Ramp (Nuway) Flumes as well as 4′ Briggs Twin-Track Weirs. The truth is, though, while I have installed other pre-fab metal flumes, I have not used the EZ-Ramp flumes yet. So, just how easy is EZ when it comes to actually installing and using these?
A couple of guys who have each installed more than a hundred EZ-Ramp flumes talked with me on the phone about their experience over the years. One encased them in concrete, the other put them on concrete slabs and poured concrete wingwalls on the upstream side. Both said their flumes have been used for years with few problems, and they are still being installed.
But, what about this photo from Intermountain Environmental showing only soil backfill? This is probably a temporary installation – for 1 or 2 years. To be permanent, it will need to be placed on and anchored to a concrete pad or railroad ties, as well as having extended sheet metal wingwalls, or bagged postcrete wingwalls. Flumes could have poured concrete walls but when expense is a consideration, bagged concrete often does the job.
The big advantage is, if there are ditch locations that are fairly narrow, and don’t have large rocks, EZ-Ramp flumes can sometimes be installed by hand. Especially the 3.5- and 7-cfs sized flumes come disassembled, are fairly lightweight, are 4′ long, and are a little less than 15″ (1.25′) high. Widths are just over 1 and 2 feet, respectively.
Reading flows is easy – the staff gages are in cfs already, so they are direct reading. Since the flow relationship changes a little at higher flows, Intermountain makes the staff gages non-linear so they show the correct flows up to the nominal flow. For flumes up to 10 cfs, they are accurate down to 0.1 cfs; to be really accurate at the bottom would take a little contracted weir or a Cipoletti weir.
Which measurement device to use depends on what equipment is available, ditch conditions, soil types, and who will be operating the device. Weirs and orifices are not hard to operate, once someone has a day or two of training, gives good attention to detail, and reviews the training periodically. The EZ-Ramp flumes take NO training, since they have direct-reading staff gages. However, metal flumes are not as tough as weir boxes, so installation takes more care, and exclusion fencing may be needed if cattle get in the ditch.
Next time, we’ll go into some detail on data loggers, since many diverters will need them starting in 2017. For now, have a great weekend!