futuros alternativos para la región de loreto
Sherwood Engineers
WATER MANAGEMENT CHALLENGES IN THE LORETO REGION
BAJA CALIFORNIA SUR, MEXICO
5. Opportunities for Water Management in Loreto

5.4 Alternative Water Resources: Desalination

5.4.3 Process Technologies

No single desalination technology is considered a panacea for producing potable water. Most technologies use either thermal or membrane processes, however other technologies exist and many more are under development. Desalination technologies need to be chosen based on site specific conditions including salt content, accessibility to engineering and construction services, and the quality of water needed by the end user. Often, maintenance requirements for a given technology will determine the type of system chosen for desalination plants.

Technology Trends

The current trends in desalination applications are dependent on source water specifics, power availability, the date when the desalination facility was installed, and the ultimate use of product water. Prior to the development of membrane processes, desalination was accomplished primarily through variations of thermal distillation technologies (which include multiple stage flash evaporation and multiple effect distillation). However, by the year 2000, membrane processes represented 79% of the 13,600 desalination plants operating worldwide (Glueckstern 2004). The preference for membrane systems, specifically RO, over other techniques is due in part to the development in recent decades of membranes with higher recovery rates and lower pressure needs, making them more efficient to operate. The application of different desalination technologies worldwide with respect to volume of product water produced is presented below in Figure 6.

Figure 5
Figure 5: Desalination Technologies Capacity Worldwide (Glueckstern 2004)

The source water for desalination differs from region to region based on access to the ocean, supply of brackish groundwater, the water supplier’s ability to produce (and public acceptance of using) recycled wastewater, and the technology available at the specific location chosen. For example, source water for desalination processes worldwide is 56% seawater, whereas in California seawater only represents 17% of source water for desalination, mainly because large amounts of brackish water are readily available (Cooley et al. 2006). It is noted that the use of treated wastewater as a source for desalination has not been considered in this study, since it is not yet generally accepted by the public as a potable water supply.

Figure 6
Figure 6: Desalination Technologies Capacity in California (Cooley et al. 2006)

The domination of RO in California is even more significant, as illustrated by Figure 6. Most desalination in California occurs in the southern portion of the state, which has climatic and water use patterns similar to Loreto’s. Similarly, in Cabo San Lucas roughly a dozen desalination plants are now in operation, all using RO technology. As a result, it is expected RO will be the most appropriate technology for desalination facilities developed in the Loreto region. Brief descriptions of currently available alternative technologies, as well as technologies still under development, are presented below, but energy demands, technical requirements, and/or uncertainties associated with unproven performance records will likely make them unsuitable for application in the Loreto region.

Thermal

Prior to the development of RO and Nanofiltration (NF) technologies, the majority of desalination efforts were thermal based. The fundamental principle of thermal processes consists of heating water beyond or near its boiling point, collecting the steam, and cooling it to produce a clean water resource. Thermal technologies tend to be more energy intensive and less efficient than other processes, but are suitable for applications that typically do not include municipal water supply. The two major types of thermal technology are Multiple Stage Flash (MSF) Evaporation and Multiple Effect Distillation (MED). The MSF Evaporator produces distilled water from feedwater by heating it until it is ready to vaporize. The vapor is drawn to a location where it is condensed and collected as fresh water. MED is an older technology that uses a series of chambers exchanging heat through vapor condensation to distill water. Beca use they consume a large amount of energy per liter of product water, these technologies are rarely used to produce a municipal drinking water supply. However, thermal processes are still used by industries that require a very pure water supply, since they can produce water with much lower salt content than membrane systems, typically averaging less than 25 parts per million (ppm) (U.S. Bureau of Reclamation 2003). Total dissolved solids concentrations of around 500 ppm are typically acceptable for drinking water, so the additional removal efficiencies provided by thermal processes would not be worth the additional operating costs for expansion of Loreto’s potable water supply.

Mechanical

In addition to thermal processes, mechanical processes have been used to desalinate seawater. The most common process is vapor compression (VC). VC is a process where mechanical energy is used to compress the vapor, which increases its temperature and ultimately distills water. Often VC technology is combined with thermal technology to increase efficiencies in the thermal process. Mechanical VC is often used in remote areas for small applications such as resorts or small industrial processes. It is unlikely that VC technology would be an appropriate choice for desalination facilities in the Loreto region, since operating costs are generally higher than RO and Loreto is not considered a remote location.

Electro-Dialysis (ED)

In Electro-Dialysis desalination (ED), a direct electrical current is run through brackish water to separate dissolved salts and minerals into positive and negative ions. These are then strained through one of two semi-permeable membranes that allow only the positive or negative ions to pass through, leaving desalted water behind. While ED is effective on brackish water, this technology is still under development for use in seawater desalination. Generally, ED is not cost-effective at removing salt concentrations above 4,000 mg/l (Pacific Ocean seawater averages approximately 35,000 mg/l), so, unless suitable low salinity brackish sources can be found, it is unlikely that ED would be a suitable choice for a Loreto desalination facility.

Potential Technologies

A number of other technologies are in the development stages for both seawater and brackish water desalination in an effort to reduce energy costs and minimize brine disposal problems. Notable technologies that are suitable for desalinating seawater, yet are not completely developed for large scale use are listed below:

  • Freeze Separation – source water is frozen to separate ice crystals from salt crystals;
  • Ion Exchange – source water is passed through columns of resins that remove undesirable ions based on the specific resin’s preference for certain ions;
  • Membrane Distillation – combines the concepts of thermal and membrane processes to remove salts;
  • Rapid Spray Evaporation – source water is sprayed at high velocity through vaporizing nozzles to separate salts from water; and
  • Freezing With Hydrates – a saltwater vapor/gas mixture is cooled, and the hydrates formed are then separated from brine.

Membrane Processes - Reverse Osmosis/Nanofiltration

Reverse Osmosis and Nanofiltration (RO/NF) are similar pressure driven, membrane processes used in the desalination of water. The NF membranes generally operate at lower pressure than RO and are typically used for brackish water applications. RO membranes are typically used in desalination of seawater because of these membranes’ higher salt rejection capacity than NF membranes. The fundamental principles of both technologies consist of the separation of salt from water when the feedwater is applied to a membrane at high pressure. Fundamentally, the process of osmosis is reverse as water passes through a semi-permeable membrane and the salts remain on the feedwater side (Figure 7). The water that passes through the membrane is ultra-pure while the remaining water increases in salt concentration. The high-saline water becomes the waste stream or “brine” and is then discharged while the product water is collected for use.

Figure 7
Figure 7: Reverse Osmosis Process (Courtesy of RBF Consulting)

Reverse Osmosis technology is experiencing rapid growth due to extensive research and development in recent years. The intense competition between a number of membrane manufacturers has provoked much of this research. Operating experience with reverse osmosis technology has improved over the past 15 years; fewer plants have had long-term operational problems. Assuming that a properly designed and constructed unit is installed, the major operational elements associated with the use of RO technology will be the day-to-day monitoring of the system and a systematic program of preventive maintenance. Operation, maintenance, and monitoring of RO plants require trained engineering staff. Staffing levels are approximately one person for a 200 m3/day plant, increasing to three persons for a 4,000 m3/day plant.

The amount of desalinated water that can be recovered from saline water ranges between 30%- 85% of the volume of the input water, depending on the initial water quality, the quality of the product needed, and the technology and membranes involved (Cooley et al 2006). Currently, desalination facilities are typically defined as small if production is less than 3,700 m3/day; medium-sized if production is between 3,700 and 37,000 m3/ day; and large if production is over 37,000 m3 day. However, the physical size of a large reverse osmosis desalination facility is small relative to any thermal technology plant, which usually requires a boiler, power generation facilities, and significant land area for the facility. The land areas required for multiple types of desalination facilities is presented below in Table 2.

Table 2
Table 2: Surface Area Requirements for Desalination Facilities
a. Durban, James 2006 b. Water Desalination International 1998 c. SPG Media 2006 d. SPG Media (2006)

As described above, nanofiltration (NF) membranes are generally not suitable for seawater desalination, but can function as a cost effective alternative to RO if brackish water conditions exist. The fundamental principles of NF are the same as RO; however NF membranes have less salt rejection capacity than RO membranes. Operating costs are less lower primarily because NF membranes require lower operating pressures. Therefore if ideal source water conditions exist, NF is generally preferable to RO.

Although significant advancements in technology have extended membrane life while lowering energy requirements, overall energy consumption remains extremely high due to the very highpressure requirements of reverse osmosis membranes. Among the more significant recent technology advancements, the Long Beach, California Water Department has developed a twostage Nanofiltration Process, or Long Beach Method, as it has become known. It has been demonstrated to be 20 to 30 percent more energy efficient than RO, which is the current state-ofthe- art technology (Long Beach Water Department 2006). The Long Beach Method technology is not yet being applied to a municipal water scale at this time, however it demonstrates the promise of advancements in desalination technology in the future.

table of contents | download pdf

next page >>
 
english | español
project profile || project partners || final report|| marine impacts reports || Desalination report