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A backup pump station that is supplied water from the Hydraulic Ditch can be utilized on the occasion that the pump station on the river is out of service due to problems whether they are electrical or mechanical. Nevertheless, this water is pumped directly to the water treatment plant headworks by-passing the settling pond thus losing the advantage of settling the heavy sand, grit, and particles.


The raw water from the settling pond is lifted 240 feet up to the water treatment plant. The raw water is delivered to the headworks of the water treatment plant where the very first of 5 major system water treatment procedures start the treatment to make the water safe to drink.


There are chemicals contributed to the water as it goes into the numerous treatment processes. The first chemical included is chlorine dioxide and it is an oxidant used to break down naturally occurring raw material such as decaying leaves and other plant product. A chemical coagulant referred to as aluminum sulfate is utilized as the main coagulant.


The coagulants are included at the fast mix system; this is an unit that produces rough mixing energies to assist completely disperse the chemical coagulants into the raw water and to begin the coagulation procedure. The coagulants that cause very fine particles to clump together into larger particles that can then be eliminated later on in the treatment process by settling, skimming, draining pipes or filtering.


Flocculation is a slow stirring process that causes the small coagulated particles to form floc. The flocculation process promotes contact between the floc particles and the particulates (sediment) in the water. Generally, these contacts or crashes in between particles arise from mild stirring developed by a mechanical or hydraulic methods of mixing.

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The floc formed produces a surface in which the particulates in the water adsorb (adhere) to the surface of the floc hence forming larger settleable particles for ease of elimination by sedimentation and purification. The flocculated water then streams to the next major unit process, the sedimentation process. The function of the sedimentation procedure is to eliminate suspended solids (particles) that are denser (heavier) than water and to reduce the particle load on the filters.




When water is almost still in sedimentation basins, settleable solids will move towards the bottom of the basin. This process of sedimentation gets rid of nearly ninety percent of useful reference the solids in the water. The clearer water on the surface is gathered in the wash tubes that direct the water to the filter gallery to remove the remaining ten percent of solids.


Before reaching the Filtering Center chlorine is added to the water at the pre-chlorination indicate begin the disinfection process. The disinfection procedure is developed to eliminate or suspend most bacteria in water, including basically all pathogenic organisms whether they are from bacteria, infections or intestinal tract parasites. Pathogenic organisms are the tiny in the water that can cause waterborne diseases such as gastroenteritis, typhoid, dysentery, cholera, and giardiasis.


Filtration is the process of passing water through material such as a bed of coal, sand, or other granular compound to get rid of particulate impurities that were not gotten rid of during the sedimentation procedure. The water treatment plant uses rapid rate multi-media gravity filter beds. The filters are consisted of a leading layer of anthracite, a middle layer of filter sand and then a bottom layer of garnet sand and one an underdrain system that gathers the filtered water.




The various products Visit Website work like a huge strainer and trap remaining particulates (ionia ny water treatment systems). When the filters start to get jam-packed loaded with particles, the operators clean them utilizing a treatment called. Drinkable water is run in reverse through the filters releasing the entrapped particulates that are gathered in drain troughs. The backwash water is sent out to the Backwash Healing Pond and, after a settling process, the backwash water is returned to the raw water settling pond for re-use.

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Before the water leaves the clearwells under the water treatment plant chlorine is added a second time for post-disinfection. The additional chlorine ensures that the water stays safe to drink even at the furthest reaches of the circulation system. In addition to the chlorine, fluoride is contributed to our drinking water at the plant.


The United States Public Health Service has actually determined the maximum concentration for fluoride in United States water to be in the range of 0. 7 to 1. 2 parts per million. Liquified fluoride-containing minerals are measured year-round in the water of the Arkansas River. The natural fluoride material of the river water averages.


The water treatment plants enough fluoride to raise that level to. 9 parts per million. The fluoride level is determined daily at the water treatment plant and month-to-month at the tap to make sure it is enough to meet the concentration suggested by United States Public Health find more information Service (USPHS).


The water is checked daily for numerous criteria by our water plant operators and by continuous online monitoring by process instrumentation. A few of the water quality parameters kept an eye on and evaluated for are chlorine, turbidity, alkalinity, hardness, dissolved oxygen, conductivity, and pH. Worths for specifications of the cured water modification with the time of year.


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