
________________________________________________________________________________ | TREATMENT OPTIONS | |______________________________________________________________________________| |Contaminant | Chlori | UV | Mech | Act | Oxi |Neut |Rev |Dist | Ion | Aer- | | | nation | | Filt | Carb | Filt |Filt |Osmo | | Exc | ation| |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Bacteria | o | o | | | | | | o | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Calcium and | | | | | | | | | o | | |Magnesium | | | | | | | | | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Hydrogen | | | | o | o | | | | | o | |Sulfide | | | | | | | | | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Iron and | | | | | o | | | | o | | |Manganese | | | | | | | | | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Lead | | | | | | | o | o | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Nitrate | | | | | | | [] | o | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |pH-Acidity | | | | | | o | | | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Radon in | | | | o | | | | | | o | |water | | | | | | | | | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Sediment | | | o | | | | | | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Sodium | | | | | | | | | | | |Chloride | | | | | | | o | o | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| |Many | | | | | | | | | | | |Pesticides | | | | o | | | o | o | | | |and Organics| | | | | | | | | | | |____________|________|____|______|______|______|_____|_____|_____|_____|______| | | |** Activated carbon filters vary in their effectiveness to remove | | contaminants depending upon the size of the unit and | | the type and amount of contamination. | | | |[] Reverse Osmosis units generally remove less than half of the nitrates | | in water. | |______________________________________________________________________________| | | | Note: Mech Filt = Mechanical Filter | | Act Carb = Activated Carbon | | Oxi Filt = Oxidizing Filters | | Neut Filt = Neutralizing Filters | | Rev Osmo = Reverse Osmosis | | Distil = Distillation | | Ion Exc = Ion Exchange | |______________________________________________________________________________|
4.1 Local Supplies
4.1.1 Surface Water Supplies
4.1.2 Groundwater Supplies
4.1.3 Seawater Desalination
4.1.4 Water Reclamation
4.2 Imported Supplies
4.2.1 Colorado River Aqueduct
4.2.2 State Water Project
4.2.3 Los Angeles Aqueduct
4.2.4 Water Transfers
4.2.5 Authority Facilities
In conclusion, depending on the customer's need and purpose, there are many distiller designs available. The designs span a wide spectrum - from the inexpensive simple batch distiller with relatively low efficiency; to the highly efficient, more complex vapor compression designs.
There are suggestions found in the Bible, and in writings by the ancient Greeks, that suggest a knowledge of desalting brackish waters. It was not until the nineteenth century in England that the first official studies of the phenomenon of ion exchange were documented. In 1850 Harry Thompson and John Way, two agricultural chemists, passed a liquid fertilizer solution containing ammonia through a soil sample. It was noted that the ammonia was retained by the soil and that calcium was thrown off.
| Contaminants | MCLG | MCL | WQA Recommended Treatment Methods | Potential Health Effects from Ingestion of Water | Sources of Contaminant in Drinking Water |
| Antimony | 0.006 mg/L | 0.006 mg/L |
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MCLG = Maximum Contaminant Level Goal established at the level at which no known or anticipated adverse effects on the health of persons occur and which allows an adequate margin or safety; expressed in milligrams per liter (mg/L) unless otherwise specified.
MCL = Maximum Contaminant Level established as close to the MCLG as feasible, taking into consideration costs and treatment techniques applicable at public water systems; expressed in milligrams per liter unless otherwise specified.
| Contaminants | MCLG | MCL | WQA Recommended Treatment Methods | Potential Health Effects from Ingestion of Water | Sources of Contaminant in Drinking Water |
| Giardia lamblia | zero | 99.9% reduction or inactivation |
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This disinfection technology features a food-grade anion exchange resin which has been rinsed and then processed
with elemental iodine. Microbial contaminants in water which are exposed to these treated resins are struck with
enough iodine to destroy them. Usually within a few seconds of initial contact, the iodine burns through the outer
membrane of the contaminant, rendering it incapable of reproducing itself. So effective is this technology, the
U.S.A.'s National Aeronautics and Space Administration (NASA) now uses it exclusively to provide residual
disinfection on all manned space shuttles to protect astronauts from waterborne diseases.
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Reverse osmosis (RO), often the only way of eliminating high total dissolved solids (TDS) and many obscure
contaminants, does not guarantee the removal of all waterborne disease-causing microorganisms. In Third World
applications, compact post-filters using iodinated resins have been successfully employed to guarantee disease-free
water. One company routinely installs them on desalination equipment for oceangoing vessels, because E. coli is
common in many Asian waters.
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Nabil El-Ramly, Ph.D.
1777 Ala Moana Blvd.
#825
Honolulu, Hi 96815
Phone: (808) 955-9555
Fax: (808)
955-0269
email: nabil@hawaii.edu