The first step calls for the installation of 2 push fit elbows. Note these were the only two elbows that leaked on me, despite use of thread tape and applying what I felt was the right torque. You really need to seat elbows well with the top of the male tread well below the plane of the housing. The push fits are of the type that once you push the poly tube in, that's it. So, being they are elbows, there is no coming back to easily address leak at the body joint. (I had NO push fit leaks in the system)... DONT Panic if it leaks at the body. Very careful removal of the inline filter and the RO membrane ... full review
The other options involve chemical agents. Hikers have long been familiar with using iodine tablets to kill microorganisms in local water sources. A typical example would be a tiny pellet being good for a quart of water. Bleach has been popular in poorer countries for decades as a means of killing microorganisms in local tap water, and works just as well with other sources. Eight drops per gallon will make the water safe to drink. Both methods should be allowed half an hour to do their job.
It occurred to me that chlorine gas might be found satisfactory ... if suitable means could be found for using it.... The next important question was how to render the gas portable. This might be accomplished in two ways: By liquefying it, and storing it in lead-lined iron vessels, having a jet with a very fine capillary canal, and fitted with a tap or a screw cap. The tap is turned on, and the cylinder placed in the amount of water required. The chlorine bubbles out, and in ten to fifteen minutes the water is absolutely safe. This method would be of use on a large scale, as for service water carts.
Drinking water sources are subject to contamination and require appropriate treatment to remove disease-causing agents. Public drinking water systems use various methods of water treatment to provide safe drinking water for their communities. Today, the most common steps in water treatment used by community water systems (mainly surface water treatment) include:
In 1904, Allen Hazen showed that the efficiency of a sedimentation process was a function of the particle settling velocity, the flow through the tank and the surface area of tank. Sedimentation tanks are typically designed within a range of overflow rates of 0.5 to 1.0 gallons per minute per square foot (or 1.25 to 2.5 litres per square meter per hour). In general, sedimentation basin efficiency is not a function of detention time or depth of the basin. Although, basin depth must be sufficient so that water currents do not disturb the sludge and settled particle interactions are promoted. As particle concentrations in the settled water increase near the sludge surface on the bottom of the tank, settling velocities can increase due to collisions and agglomeration of particles. Typical detention times for sedimentation vary from 1.5 to 4 hours and basin depths vary from 10 to 15 feet (3 to 4.5 meters).:9.39–9.40:790–1:140–2, 171