1-Part Base Nutrient
2-Part Base Nutrient
Plant Structure + Fruit Quality
Root Enhancer
PK Additive + Cal-Mag-Iron + pH Stabilizer
No.1 Bloom Booster
Vegetative Growth Accelerator
Build-Up Eliminator
Prevents Blockage + Build-Up
Combats Deficiencies
Monosilicic Acid Additive
Root + Foliage Accelerator
Cloning Gel for Cuttings
Resources / Growers Guide
Last updated: 12 April 2025
Always test your water before feeding it to your plants. Having a prior knowledge of its important properties allows you to choose the most appropriate water source, whether to treat the water before use and the most suitable growing method.
If using town (scheme) waters with a run-to-waste system, most issues will generally be avoided if the waters EC is below 0.2mS (110ppm).
Conductivity (EC) is useful for gauging the total dissolved salt (TDS) content of water (Fig 6.1). The majority of the total salts in natural waters will consist of common salt (sodium chloride), calcium and magnesium bicarbonates, chlorides and sulfates. Sodium and chloride invariably constitute the majority of these salts and they become toxic to plants when present above certain levels. Sulfates, calcium and magnesium are useful plant nutrients. However, sometimes they may be present at unnecessarily high (or ‘nuisance’) levels, especially once combined with a full spectrum nutrient formulation which also contains these nutrients (see section on “hardness”). This can cause white build-ups in the reservoir and blocked drippers. Bicarbonate is essentially a nuisance salt which raises the pH of a nutrient solution – see section below on “alkalinity”.
Growers should note that many of these symptoms are also indicative of other problems such as a lack of water, disease, malnutrition and excessive light or heat.
There is no clear-cut EC threshold above which water “suddenly” becomes unsuitable for gardening. However, as a general rule-of-thumb, when using town (scheme) waters, most issues will be avoided if the waters EC is below about 0.2mS (~100ppm). Importantly, certain plant species exhibit higher tolerances than others. The following management techniques can help minimise problems that would otherwise arise from using high EC water:
• Soil or Coco (run-to-waste) Systems: Ensure the medium provides good drainage. Each watering volume should be sufficient to flush accumulated nuisance salts below the root zone. When growing in containers, this can be calculated by increasing the percentage run-off. When using smaller, pots, occasionally place the pot into a deeper bucket and slowly pour water into the gap between the pot and bucket. Do this until the water level reaches the surface of the medium. Allow to stand for 5-10 minutes before removing the pot and draining. This is a sure way of achieving both a good flush and removal of any dry areas.
• Recirculating Systems: The build-up of nuisance salts will generally be easier to control in a ‘run-to-waste’ system. Where the nutrient solution is being ‘recirculated’, nuisance salts (e.g. toxic sodium chloride) will accumulate, hence the nutrient solution will need to be frequently discarded and replaced. Build-up occurs when multiple volumes of salty top-up water are added to the reservoir to compensate for transpirational and evaporative losses (Note, when water evaporates, it is essential to understand that all salts are left behind). Thus, the nuisance salt content, and its contribution to the total EC, rises proportionally. Higher EC make-up water needs to be discarded at a greater frequency than lower EC water. The frequency can be reduced by increasing the reservoir volume. As a general rule, provide at least 10 litres (3 Gal) of nutrient solution for each large plant.
• If the above strategies are insufficient to combat the harmful effect of high EC, the EC can be lowered by blending with a water of lower EC e.g. rain or RO water.
• Keep the water off plant foliage if its EC is above ~1.0mS/cm. Otherwise, when the water evaporates the salts will be left behind (Fig 6.3) and cause burning, especially in hot weather. Where sprinklers or sprayers are used avoid those that produce very fine droplets, and schedule waterings for late afternoon or early morning. The use of drippers will prevent the wetting of foliage.
Despite popular belief, a water’s pH reading is NOT a reliable indicator of how much acid or alkali is needed to adjust the pH. For example, it is not uncommon to have 2 different samples of water of equal pH where one requires 4 times more acid than the other to achieve pH adjustment. In fact, this situation can even occur with samples taken at different times from the same source. It is caused by seasonal changes and inconsistency in water treatment at the supplier’s treatment plant. The reason for this phenomenon is the concentrations of “bicarbonate” and “carbon dioxide” present in the water (see sections below) and is particularly pronounced with bore waters.
Alkalinity is one of the main causes of pH rise in hydroponic nutrient solutions: “Alkalinity” is the term used to express the concentration of bicarbonate (or carbonate, if pH is above 8.2) in ‘natural’ or uncontaminated waters. Bicarbonate (HCO3–) is alkaline and therefore elevates pH. High alkalinity make-up water is a major cause of pH increase in nutrient solutions. For this reason, it is necessary to check the pH of the nutrient solution more frequently whenever high alkalinity make-up water is added. Alkalinity is removed by lowering the pH with acid (pH Down).
Alkalinity can confuse growers in their attempt to estimate how much acid will be required to lower pH. Unlike hydroxide ion (i.e. common ingredient for pH Up), bicarbonate is only weakly alkaline and irrespective of how much is present it is unable to elevate pH much above 8.3. Hence, when present at a high concentration it provides a high pH buffering capacity. This means it resists pH change when acid (pH Down) is added. See “carbon dioxide” section below.
Ever wondered why pH sometimes rises soon after it is lowered, or soon after water is placed in the nutrient reservoir? As previously discussed, alkalinity is removed by adding acid. The by-products of adding acid to a bicarbonate laden nutrient are CO2 and water:
The presence of free (i.e. uncombined) CO2 tends to lower the pH because it reacts with water to form carbonic acid:
However, CO2 concentrations above about 0.5mg/L in water are unstable when such waters are exposed to the atmosphere at sea level pressures. Under that condition CO2 in excess of 0.5mg/L will slowly escape from the water and into the atmosphere. This loss of acidity causes a corresponding rise in pH. This is the reason why pH sometimes rises from its minimum value soon after it is lowered.
This rise in pH is particularly noticeable with groundwaters (i.e. bore water) having CO2 contents above 50 mg/L. When these waters are pumped to the surface, the pH rises with time because the excess (acidic) CO2 gradually escapes (Fig 6.4). The pH will then rise to a stable value solely dependent on the water’s bicarbonate content. For example, uncontaminated bore water with 100 mg/L bicarbonate and 100 mg/L of free CO2 will have an initial pH of 6.3. Its pH will gradually rise to 8.2 after it has been exposed to the atmosphere for sufficient time to allow the CO2 content to drop to around 0.5 mg/L. The same phenomenon occurs with scheme (tap) waters. It is much less pronounced however, due to lower CO2 contents.
Since the pH of water is only stable after aeration, it is only the “after aeration” pH value that has any significance. For this reason, when dealing with waters having high alkalinity or high CO2:
Hardness is the main cause of white build-ups and blockages in hydroponic systems.
Hardness quantifies the combined concentrations of calcium and magnesium.
Hard* water can cause white precipitates to form in the system and block plumbing components such as pipes and drippers (Fig 6.5). These precipitates form for the following reasons:
White (calcium sulfate or calcium carbonate) build-up can be minimised by using specialized nutrient formulas such as Veg-1. Also, depending on the level of hardness, it may also be beneficial if pH is kept close to 5.0.
High hardness is often associated with waters having high pH. While hardness is not the cause of high pH, the association is due to the fact that hardness and alkalinity (the source of high pH in this instance), typically both originate from the same source – limestone (calcium carbonate) deposits in aquifers. When the limestone is attacked by the CO2 dissolved in rainwater, these deposits are slowly dissolved. This produces both calcium (causes ‘hardness’) and bicarbonate (causes ‘alkalinity’).
* ‘Hard’ is regarded as containing 120 – 200 mg/l (as CaCO3); Below 60mg/l is considered ‘soft’; ‘Moderately hard’ is 60 – 120 mg/l; ‘Very hard’ is above 200 mg/l.
Unchelated iron causes brown deposits / sludge build-up and blocked drippers.
Although iron is an essential trace element for plant growth, in its ‘natural’ chemical form (un-chelated) it will not form a stable solution in water at pH values above 3, if exposed to the atmosphere. Iron is common in bore or ground water. Water containing iron above ~0.3mg/L can be clear and colorless when first drawn to the surface (Fig 6.6a). However, upon exposure to air, the iron changes to iron oxide which makes the water appear brown and cloudy (Fig 6.6b). Upon standing, the iron oxide often settles to form a brown precipitate (Fig 6.6c). This is a common cause of blocked drippers and brown staining on surfaces that it comes into contact with.
Iron should be removed from make-up water prior to use to avoid blockage problems. A simple treatment which sometimes works is oxidation by aeration, followed by 48 hour gravity settling (Fig 6.2). If aeration is unsuccessful, it can be effective to dose the water with a small amount of chlorine**, followed by 5 minutes of gentle agitation then gravity settling. **0.4ml per litre (1/3 tsp per gal) of 25g/L household chlorine bleach (produces 10ppm chlorine).
Corrosion of metals will increase with total salt content (EC / TDS) and acidity (CO2).
In natural ‘ground’ waters, CO2 is usually the source of corrosion (see earlier section on CO2). As a general rule, the corrosive nature of these waters becomes accentuated when the total alkalinity is below ~20mg/L. Such low alkalinity is unable to buffer the acidic effect of CO2 if it is present at significant levels. This results in pH values below 5, which are inherently corrosive. With corrosive waters, use pumps with stainless steel, ceramic or plastic parts. Use plastic for reservoirs and plumbing.
Although CO2 can be removed economically (see earlier section on CO2), a salinity problem is much more costly to solve.
Cloudiness can cause dripper blockages. It is usually a result of calcium hardness, alkalinity, suspended clay, iron, or organic matter such as algae. Cloudy water will sometimes turn clear if allowed to settle – a precipitate will form on the bottom. Note that bore water containing iron can be clear when first pumped, but quickly turn cloudy before settling as a precipitate – see section above on “iron”.
In the event that the cloudiness remains, precipitation may be induced by adding precise amounts of filter alum (aluminium sulfate) or sodium hypochlorite if caused by iron. However, the downside of using filter alum is that it increases the water’s EC. Failure to remove cloudiness may result in dripper blockages. Also, hydroponically grown plants can be more prone to root borne diseases when turbid water is used.
Slimes and algae can cause diseases and blockages of plumbing components such as drippers, filters and pumps. They are also a food source that can be attractive to pests.
To prevent the formation of slimes and algae:
“Rotten egg” smell in bore waters and dams is due to hydrogen sulphide gas. This can be removed by aeration (Fig 6.2). Other odours would generally indicate some form of pollution. In this case the water’s suitability should be verified on a test plot before large scale use.
“Color” refers to the color that remains after a water’s turbidity has been removed by filtering, or after being allowed to stand. Color is usually due to organic matter. Although color is usually only an aesthetic problem, its suitability should be tested on a test plot first. Color can be removed by adding precise amounts of filter alum and sodium bicarbonate followed by 5 minutes of gentle agitation then gravity settling (Fig 6.2).
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