In the most recent study at the University of Florida, Clean WateR3 researcher and MS student George Grant found there was no significant difference in in paclobutrazol removal between 8x30 mesh coconut or 8x30 mesh coal-based granular activated carbons. This study occurred over a short period of time with a slower flow rate than in a commercial-scale system. It is possible that activated carbon types vary in their shelf-life, but we do not know at this point.
The acid and pre-wetted treatments both reduce the percent ash content and make for a "cleaner" carbon. The ash content on activated carbon is basically fine dust that will wash away when you first start running the system. The ash will turn water black, and an initial back flow is recommended when new carbon has been installed until this ash is washed out. It’s unknown if there are additional costs associated with these treatments, but in theory, they produce a high quality activated carbon that is easier to handle or install.
You can find an overview at the University of Guelph website.
Slow sand filters (SSF) are a water treatment method that use sand on which microorganisms grow. These microorganisms are capable of degrading biological and chemical pollutants in runoff water, including Phytophthora and tobacco mosaic virus (TMV).
The disadvantage of SSFs is that slow flow rate of water through the sand is needed to attain treatment. A rule of thumb is one square foot of sand bed can treat about 0.06 gallons (0.2 liters) per minute. A large sand filter is needed to treat large volumes of water.
More information is available in this video.
First, please download the free resource “Constructed Wetlands: A How to Guide for Nurseries”, this comprehensive resource can help answer many of your questions. An Extension specialist in your state is also a good place to start.
If you want additional details/ technical advice are needed, please contact Dr. Sarah White (email@example.com).
Sizing of constructed wetlands depends upon the contaminants you are interested in removing. The amount of time it takes for water to travel through a wetland (from inflow to outflow) is called the Hydraulic Retention Time (HRT), which should range from 3 to 10+ days, depending upon the volumes of water treated and the concentration/load of contaminants within the water.
A 3 to 5 day retention time should be adequate to manage most contaminants in warmer (temperate / tropical) climates, whereas in cooler climates (Zone 6 and below) longer retention times may be needed.
If your average daily runoff volume ranges from 20,000 to 30,000 gal, and you estimated you needed a 4 day HRT, that would mean you want to size your wetland to hold 4 times the volume of your average daily runoff. It would need to be sized to hold 80,000 to 120,000 gallons of water. You would use that volume for calculating the required surface area and depth.
Pesticide removal in constructed wetlands is controlled by a variety of factors:
Some trends exist with regard to removal efficacy in constructed wetlands:
Predicting whether constructed wetlands will effectively remediate the pesticides of concern to you is a challenging process – and highly technical. Please consult with Dr. Sarah White (firstname.lastname@example.org) if you want additional information about this topic.
Yes. Download this case study for further details.
Surface-flow wetlands – water flows above the surface of the sediment or media substrate, typically a clay or native soil that is impervious to water penetration and through the stems of aquatic plant vegetation. Water is visible on the surface of the wetland treatment system.
Subsurface-flow wetlands – water flows through the media substrate, on which are planted aquatic plants. Water is typically not visible in this type of treatment system. This could have benefits for applications in more arid regions where evaporation is of concern.
The type of wetland most suited for installation at your operation depends upon a variety of factors: land availability, concentrations (load) of contaminants to be removed, volume of water to be treated, climate. These site specific characteristics should be discussed with extension specialists, consultants, and/or engineers helping you design your treatment system.
Download this article for further details.
Yes. Research with constructed wetlands in various geographic regions shows removal rates of range from 50 to 99% for nitrogen and from 25 to 98% for phosphorus. These results are based on specific experimental conditions and large-scale field trials.
A list of recommended sepcies is in the table below. Plant choice depends on a variety of factors:
Wetland maintenance is relatively simple. A few tasks must be completed periodically to keep the wetland in good working order.
Construction and Establishment
These nine steps are discussed in detail in the Constructed Wetlands: A How to Guide for Nurseries.
Many technologies are available. An effective system generally requires prefiltration, followed by a sanitizing treatment technology. Options include chemical (e.g., chlorine or ozone), physical (e.g., heat or UV), or biological (e.g., constructed wetlands or slow sand filtration) approaches. Published research on efficacy of different treatment technologies is summarized in our Waterborne Solutions tool. You can compare technologies at the University of Guelph website.
We know constructed wetlands remove human pathogens. But there is little definitive information regarding their remediation efficacy for plant pathogens (for example Phytophtora and Pythium). A goal of the Clean WateR3 project is to provide answers to this question.
Decide on the target chlorine dose. To check for research on dose response of chlorine or other sanitizers for a range of pathogens, use our Waterborne Solutions tool under Grower Tools on this website. For example, 2 ppm of free chlorine is a commonly applied dose which can control Pythium and Phytophthora zoospores.
You need a reliable meter with reagents to test for both total and free chlorine - check common brands for water quality monitoring such as Hach, Hanna, or Pulse Instruments. Although free chlorine is the most effective sanitizing form of chlorine, it is also important to measure total chlorine to avoid phytotoxicity (beware of ever applying more than 5 ppm total chlorine or 2 ppm of free chlorine).
Invest in a reliable inline dosage measurement and control system. You should have inline sensors to measure pH and oxidation-reduction potential (ORP), and possibly ppm of chlorine. Most phytotoxicity problems result from faulty equipment or calculations - don't fix one problem (pathogens) while creating another (phytotoxicity).
Check that the dilutor or injector is working correctly. Calculate how much chemical is being applied for a given volume of water. You can also use our ppm to Recipe tool in backpocketgrower.org, under Tools, to help calculate the dose.
Filtration of irrigation water involves removing organic and inorganic particulate matter (debris, sediment, soil particles, algae, etc.) from the water prior to treatment for pathogens. Pre-filtration is important for two reasons. Firstly, larger particulate matter has the potential to clog the irrigation system (e.g. emitters). Secondly, the effectiveness of many pathogen treatments (e.g. all chemical treatments using oxidizers, UV) is decreased significantly in the presence of particulate organic matter. You can learn more at the University of Guelph website.
It depends. If duckweed is clogging your pump of filter, then yes - some treatment or pre-filter is needed to keep the floating plants away from your pump intakes. But wholesale treatment of your pond with a herbicide labeled for use over water is not the best solution. As this will not control the duckweed population long term (only changing fertility practices will) - and has potential to introduce herbicide residues to your crops when pond water is used for irrigation later.
If control is not based on actual pump related problems - but rather to the appearance of your pond (i.e. it looks bad) - think about these plants as free labor - helping to limit algal growth (shading), cool the water, and cycle nitrogen and phosphorus - keeping your pond healthy.
Clogging of your irrigation drippers could be caused by biological, chemical, or sediment issues
Biological: The clogging material is usually slimy organic material. Soaking the drippers in a dilute bleach solution should clean up biological material (test the drippers can handle the corrosive material first).
If the material is biological, determine where the contamination is occurring (water source, or within the irrigation tanks or pipes). Send in water samples from different locations within the irrigation system to a lab for analysis of total aerobic bacteria counts. Counts higher than 10,000 colony forming units per milliliter indicate a high clogging risk from biofilm.
You will probably need to shock the system with a high rate of an oxidizer (such as chlorine, chlorine dioxide, or a peroxyacetic acid product) to clean the lines. Do not let shock solutions contact your crop. To keep the irrigation lines clean, you could then add a low concentration of a water treatment chemical such as chlorine. With any product, follow EPA label instructions and extension recommendations.
Chemical: The material may look like powder or be gritty and crystalline. Soak drippers in vinegar (low pH) – if this cleans up the emitters then a chemical problem is likely. Send samples of this soak solution, your irrigation water, and the applied nutrient solution (if you use water-soluble fertilizer) to a testing lab to analyze what specific ions are reacting from your water and/or fertilizer. Knowing the specific ions is needed to take action. For example, you may need to inject acid to reduce precipitation of calcium deposits, or oxidize and filter to remove iron and manganese. A shock with a line cleaner is likely to be needed to unclog lines. Do not let shock solutions contact your crop.
Sediment: The material may look and feel gritty. When you soak in warm water, solid particles may drop out. Sediment indicates the need for more filtration, with a finer filter pore size than the emitter size. You may need to blast out lines with high pressure, and use a line cleaner to unclog lines. Do not let shock solutions contact your crop.