Page 202 - Water and wastewater engineering
P. 202

CHEMICAL HANDLING AND STORAGE 5-5

               c.  From  Table 5-1 , an interruptible chemical should have a 10-day supply plus 1.5 times
                 the shipping time of one week. The mass to store is

                                                              ,
                                                                  .
                                                     ))
                             (3 575 kg/d )(10 d    (1 5 )(7 d    or  73 287 5 or 73 000  kg
                              ,
                                                .
                                                                        ,
                                                                     r
               d.  Using the bulk density from Appendix A, the volume of lime to be stored is
                                           ,
                                               .
                                         73 287 5 kg     86 22 or  86 m 3
                                                        .
                                          850 kg/m 3
            Liquid Chemicals.  The majority of storage tanks are located in the lower or basement areas
          of the water treatment plants. If they are located out-of-doors, above ground storage rather than
          underground storage is preferred as it allows the operator to inspect for leaks. The temperature
          regimen of the tanks and the concentration of the solution should be considered carefully for
          outside storage because some chemicals will crystallize. For example, a 50.7 percent commercial
          liquid alum solution will crystalize at    8.3 	 C while a 48.8 percent alum solution has a crystal-
          lization point of    15.6 	 C. In climates with severe cold weather, the storage tanks may have to
          be heated.
               The storage tank must have a liquid level indicator, vent, overflow line, access hatches, and
          secondary containment capable of preventing uncontrolled discharge.
               The storage tank design volume should be based on the solution strength and percent active
          ingredient of the chemical. Characteristics of common liquid chemicals used in water and waste-
          water treatment are given in Appendix A.
                Secondary containment,  that is, an additional tank that completely surrounds the primary
          storage vessel, must be provided for liquids ( Figure 5-1 ). Typical secondary containment consists
          of a basin with dike walls sufficiently high that the volume of the secondary containment will
          hold 100 percent of the volume of the single largest primary storage vessel in the containment





          Maximum fill level
                                                                                           Leak

                                             H
                                                              Leak
                       B
                                                           C



               Recommended relationship: H   B   C
               Volume of containment   100% of storage volume   10%   freeboard  Too low  Too close
          (a) Good indoor containment                            (b) Poor containment
            FIGURE 5-1
           Secondary containment relationships. Storage tanks placed out-of-doors must either have a roof or provide additional volume
          for a 25-year, 24-hour rainfall.
   197   198   199   200   201   202   203   204   205   206   207