Minimal Liquid Discharge - MLD
- ZLD vs MLD
For a long time ZLD has been suggested as an environmentally friendly way to help the industry meet with increasingly strict discharge requirements and for recycling their wastewater streams. However ZLD processes are
- technically complex
- very expensive
- not necessarily environmentally friendly due to the additional material and energy they require

So more and more end users, in order to improve their water footprint, are adopting a minimal liquid discharge (MLD) approach to the wastewater treatment problem by using dependable filtration-based technologies that can achieve high water recovery at a fraction of ZLD’s costs.
- Why MLD?
Taking an MLD approach to your process can help users to significantly minimize their CAPEX and OPEX, since removing the final 5 to 10% of liquid in order to achieve ZLD can prove horrendously costly. In order to understand this better, we’ll take the MD-MVC- Crystallizer from Lenntech’s ZLD page (Link to ZLD (MD-MVC-Crystallizer)) but this time we’ll start counting the total water recovery from a single pass SWRO (with 45% recovery).
100 m3 feed water →Pretreatment → Single Pass RO (45% recovery) → 100 (1-0.45) = 55 m3 Brine → MD (75% recovery) → 55 x (1-0.75) = 13.75 m3 Brine → MVC (90% recovery) → 13.75 x (1-0.9) = 1,375 m3 Brine → Crystallizer (50% recovery) → 1.375 (1-0.5) = 0.68 m3 Brine → Centrifuge of Belt Press
The energy required for this scheme is,
100 m3 x 3.5 KWh/m3 (RO) + 55 x 6.57 KWh/m3 (MD) + 13.75 m3 x 14.86 KWh/m3 (MVC) + 1.375 m3 x 50 KWh/m3 (Crystallizer) = 350 KWh (RO) + 361.35 KWh (MD) + 204.33 KWh + 68.75 KWh = 984.43 KWh/ 100m3 feed water
So up to MD the system has recovered [100 m3 x 0.45 = 45 m3 (RO)] + [55 m3 x 0.75 = 41.25 m3 (MD)] = 86.25 m3 permeate at a cost of 350 KWh (RO) + 361.35 KWh (MD) = 711.55 KWh.
From the MVC forward, the system is recovering [(100 – 86.25 =13.75) m3 x 0.9 = 12.375 m3 (MVC)] + [(13.75 - 12.375 = 1.375) m3 x 0.5 = 0.688 m3 (Crystallizer)] = 13.06 m3 permeate at a cost of 201.33 KWh (MVC) + 68.75 KWh (Crystallizer) = 270.08 KWh.
What we end up with is 711.55 KWh for 86.25 m3 permeate (Single RO – MD) and 270.08 KWh for 13.06 m3 permeate (MVC – Crystallizer). That is to say that the (Single RO-MD) is producing permeate at a 711.55 KWh / 86.25 m3 = 8.25 KWh/m3 cost and the (MVC – Crystallizer) is producing permeate at a 270.08 KWh / 13.06 m3 = 20.66 KWh/m3. Let us take a look at this point at Table 1 and its graphical representation Figure 1,
Table 1, Recovery and SEC values of the RO-MD-MVC-Crystallizer water treatment process scheme.
| Recovery (%) | SEC (kWh/m3) | ||
| RO | 45 | 3.5 | |
| MD | 86.25 | 6.57 | |
| MVC | 98.625 | 14.86 | |
| Crystallizer | 99.313 | 50 |

Fig.1, Total water recovery of the RO-MD-MCV-Crystallizer process versus their respective SECs. In the graph are also the values of the energy demand at each stage of the process along with the energy demand/m3 of the MLD and the ZLD stage. The process reaches a MLD stage right after MD and a ZLD after the Crystallizer.
As we can see, the energy demand for further recovery after MD goes up by a walloping 20.66 KWh/m3 / 8.25 KWh/m3 = 2.50 or 250%! At this point every user must decide if the extra step forward is really worth it. Especially since this part of the ZLD process is going to cost typically 60-70% of the total CAPEX.
ZLD may be useful when tight legislations are present or in water-sensitive regions of the world, when every drop counts but is very economically challenging. The last few steps needed to achieve complete ZLD can nearly double the costs.
An excellent MLD real-life example took place at the General Motors (GM) vehicle assembly plant in San Luis Potosi, Mexico. The plant is located in an arid, remote area with no receiving stream or municipal sewer available to discharge wastewater. By using a combination of RO technology, a high-rate chemical softening process and other technologies, the plant recovers and re-uses 90% of its tertiary wastewater, with the rest 10% of the liquid waste discharged into adjacent solar ponds for evaporation.
Other technology options such as HPRO, EDR, FO and MD, their combinations and hybrids can also raise high the recovery (70-80%) and they require much less energy than thermal evaporation, reducing the size of the latter and consequently the crystallizer (if ZLD is required)
- Reduced costs & environmental impact
The strongest argument in the pursue of MLD is the reduction of CAPEX and OPEX when compared to the ZLD design. The costs of membrane and filtration processes are proportionally minimal in comparison the thermal ZLD technologies .
The new technological advancements can minimize the size of evaporators and crystallizers and perhaps even eliminate their use. At the same time these very technologies have higher recovery capacity. Especially since some of them can make use of waste heat it’s highly important to consider them for additional cost-saving and efficiency benefits in a MLD process design.

- Evaluating MLD needs
In order to understand if a certain case is appropriate for MLD the first question is if water reuse is needed. If it is so, then the MLD approach could be what is needed. If local legislations need to be met concerning effluent discharge, then MLD can be a part of the solution which might include ZLD/ evaporation ponds/ groundwater injection.
Next step is to identify your waste streams in terms of flow, their contaminants and their respective concentrations. Not every case requires the same treatment. By checking the waste streams, we can calculate a more economical and sustainable approach to each case. For example condensate and stormwater require very little treatment while waste streams with high concentrations of organic compounds, salts, metals and suspended solids are more likely to require extensive treatment.
From the water needs, legislations and environmental requirements, as well the CAPEX and OPEX budget, MLD can prove to be a good option for a wide range of industrial and municipal sites who want to improve cost-effectively their water footprint.
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