2.1 DRINKING WATER INGESTION


    Use of contaminated water as a source of domestic drinking water is evaluated for groundwater and surface water transport pathways. For each of these transport pathways, consideration is given to reductions of pollutant concentration during processing in the water supply treatment plant (if present) and in transport through the water distribution system to the exposed individuals. The surface water pathway also includes estimation of losses of volatile chemicals in transport between the point of entry to the surface water and the water intake plant.
Transport Medium:
water concentration at water treatment plant, Cdwi, pCi/L or mg/L, expressed as a 70-year average value

Special Process:
removal of pollutants during water treatment loss of pollutants (environmental degradation or radioactive decay) during transport from the treatment plant to the exposure location (households) loss of pollutants during transport in the surface water body by volatilization.

Exposure Factors:
water ingestion rate, exposure duration, and averaging time


The average daily dose for the drinking water pathway for groundwater transport is evaluated as follows for chemical pollutants:

(1)



where

     The averaging time for noncarcinogenic chemicals is set to the exposure duration, and the averaging time for carcinogenic chemicals is fixed at 70 years.

     For radionuclide pollutants, the total dose is evaluated, as follows, using the dose conversion factor to convert from intake to dose (rem):

 Ddwi = Cdwi TFi e (-lgi THdw) Udw  DFgi  Fdw EDdw 365.25

(2)



where
and other terms are as previously defined.  Note that body weight (BWdw) is not included in the equation for radionuclides and that the averaging time (ADdwi) is fixed at 70 years.   A value of 70 kg is always used for radio-nu-clides because the radiation dose conversion factors are based on the standard man parameters (70 kg).
    For the surface water transport pathway, the average daily intake is evalu-ated as for Equation (1) with the water concentration being corrected for loss during transport between the entry point to the surface water body and the pumping station.  The water concentration at the pumping station is defined as follows:

Cdwi = Cswi (0) e(-lsiTsw)

(3)



where

The domestic water supply may come from either groundwater (Cgwi) or surface water (Cswi) transport pathways.