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When two feed tubes are active, they must be located in <br />positions 2 and 3. The remaining two tubes are inverted <br />and placed in positions 1 and 4. <br />When three feed tubes are used, they are placed in <br />^� positions 1, 2, and 3 with the remaining tube inverted into <br />position 4. <br />When all four tubes are active, they are all charged with <br />tablets and inserted in positions 1 through 4 with slotted <br />ends down. <br />Feed Tube Spacers <br />You will note that each feeder is equipped with four (4) <br />spacer disks. The spacers are constructed of grey PVC, <br />having compatible dimensions to the tablets. The center <br />holes will allow drainage of any trapped water. Their <br />intended use is to serve as an "automatic" means to <br />reduce the amount of chlorine being delivered. This is <br />done by lifting (spacing) the active stack of tablets, in '/ " <br />or '/4" increments, off the floor of the feeder -limiting the <br />contact area between the incoming stream and the <br />tablets. <br />Prior to charging the feed tubes with tablets, the desired <br />number of spacers should be placed in the tube. Care <br />should be taken that the height of the total number of <br />spacers used does not exceed the water level within the <br />feeder housing. This will prevent contact of the stream <br />with the active tablets. <br />Laboratory data showed that one spacer reduced the ini- <br />tial levels of chlorine by approximately 38% and two <br />spacers provided 67% reduction in the initial concentra- <br />tion. <br />On -Stream Operation <br />When the proper weir plate is in place and the feed tubes <br />are charged and correctly positioned, the system is ready <br />for operation. <br />Admit the entire plant now of treated wastewater through <br />the feeder ... operation is continuous and automatic. <br />After the system has been in operation for approximately <br />one hour, samples should be taken from the effluent end <br />of the chlorine contact tank for chlorine residual analysis. <br />Although the chlorine residual may be determined by a <br />variety of test methods, the preferred and recommended <br />method is the starch -iodide procedures described in the <br />most recent approved edition of STANDARD METHODS <br />FOR WATER AND WASTEWATER. <br />Take several samples for chlorine analysis between the <br />11 <br />first and second hours of operation. This will allow time <br />for the chlorine residual to reach a state of equilibrium in <br />the detention tank. When two or three chlorine residuals <br />determined 15 minutes apart are consistent with each <br />other, the system may be considered stable. Occasional <br />samples taken in the same way may be used to check <br />the chlorine delivery at any time. <br />If the results of the chlorine residual testing, or any other <br />test, indicate that the unit is not providing sufficient chlo- <br />rine, the necessary adjustments may be made by chang- <br />ing the weir size or feed lubes. (See TROUBLE SHOOT- <br />ING.) <br />If desired, bacteriological analysis for Escherichia Coli <br />may be performed on the effluent from the detention <br />tank. Optional analysis that may be run on the effluent <br />are B.O.D., C.O.D., pH, suspended solids, nitrite, ammo- <br />nia and dissolved oxygen. Tests for all these are <br />described in STANDARD METHODS mentioned previ- <br />ously. <br />MAINTENANCE <br />The Model 1000 or 1001 requires very little maintenance. <br />Refilling of the feed tubes and an occasional on -stream <br />cleaning of the feeder are the only maintenance proce- <br />dures required. <br />Refilling the tubes is done on a schedule based on plant <br />flow and weir size as shown in Figure 9. The refill inter- <br />vals are at the option of the operator as outlined under <br />PREPARATION FOR OPERATION. The tubes should <br />always be filled to the top. This assures the longest pos- <br />sible periods of unattended operation. <br />Occasional cleaning of the feeder to remove accumulat- <br />ed residues may be required. This will depend on the <br />quality of the influent passing though the unit. Usually, <br />once every six to twelve weeks is sufficient. Solids accu- <br />mulated around the feed tubes are removed by pulling <br />the tubes a few inches off the bottom of the feeder and <br />raising the weir plate to permit the water to rush out the <br />exit end of the dissolver. This action, if repeated a few <br />times, will flush out most solids. Fibrous materials may <br />adhere occasionally to the bottom of the feed tubes. <br />Removal of these with a rod or gloved hand, combined <br />with the shearing force of channeled water in the feeder <br />is sufficient to remove these materials. <br />Once a year the feed tubes may require removal of inter- <br />nal scale buildup by simply scraping the inside surfaces <br />of the tubes. <br />