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SR0033424_ENG DESIGNED PLAN
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SR0033424_ENG DESIGNED PLAN
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Last modified
2/17/2021 5:01:01 PM
Creation date
2/17/2021 4:48:15 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
ENG DESIGNED PLAN
RECORD_ID
SR0033424
PE
4202
STREET_NUMBER
10948
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WY
City
MANTECA
Zip
95336
ENTERED_DATE
4/9/2003 12:00:00 AM
SITE_LOCATION
10948 S AIRPORT WY
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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11-1 FUNCTIONAL FEATURES OF PACKED-BED FILTERS 707 <br /> mow' <br /> w } <br /> E � s <br /> 5 <br /> x � FIGURE 11-5 <br /> View of orifice shield used to <br /> protect orifice in distribution <br /> . <br />� • w•~�:�=�-.__., _�;�`� lateral from clogging, <br /> I <br />�I <br /> ness, as discussed subsequently, the total liquid volume to be.treated is applied <br /> equally anywhere from 12 to 72 doses per day. Because the liquid is applied period- <br /> ically, single-pass systems are known commonly as intermittent systems(e.g., inter- <br /> mittent sand filter). Increasing dosing frequency from 4 to 24 times/d was found to <br /> improve performance,particularly with larger-diameter sands(Furman et al., 1955). <br /> In more detailed research conducted at the University of California at Davis, it was <br /> found that dosing frequencies of 12/d were significantly better for ISF performance <br /> than 4 times/d(Nor, 1991;Darby et al., 1996).The impact of the number of doses can <br /> be understood more clearly after reading the material dealing with removal mecha- <br /> nisms presented in the following section. <br /> Multipass dosing. In multipass dosing, a portion of the liquid which has <br /> passed through the filter is diverted to reuse or disposal. The remaining liquid is <br /> returned to a recirculation tank where it is mixed with effluent from the septic tank <br /> and reapplied to the filter medium. Because a portion of the liquid is passed'through <br /> the filter a number of times,multipass systems are commonly known as recirculation <br /> systems (e.g.,"recirculating gravel filter). The typical recirculation ratios for multi- <br /> pass systems vary from about 3:1 to 5:1,based on forward flow from the septic tank. <br /> The principal effect of recirculation is to reduce the total organic loading applied to <br /> the filter with each dose, and to increase the dissolved oxygen in the filter. Typical <br /> dosing frequencies vary from 48 to 120 times per day (e.g., less than 2 to 3 minutes <br /> on every 10 to 25 minutes). , <br /> Filter Appurtenances <br /> The types of filter appurtenances required will depend on whether the packed bed <br /> is to function as a single- or multipass unit. The principal appurtenances for single- <br /> pass units include the necessary pump basins,pumps, and electrical control systems. <br /> Control systems for IPBFs. are considered in Sec. 11-3:In.addition to-the appurte- <br /> nances required for single-pass filters, multipass units require facilities for holding <br />
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