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                                                                     10.7 Treatment and Disposal or Reuse of Wastewater  351
                                         Treated wastewater is weaker in proportion to the amount of putrescible matter
                                         removed or destroyed. Where emphasis is on water supply, recreational enjoyment of
                                         water, and conservation of fish and other useful aquatic life, dilution or treatment be-
                                         comes more urgent.



                     EXAMPLE 10.4  WASTEWATER TREATMENT AND DILUTION IN STREAM WATER
                                                                                                    2
                                                                                                           3
                                                                                           2
                                         The low-water flow of a normally rapid stream draining 2,000 mile (5,180 km ) is 0.1 ft /s/mi 2
                                                        2
                                                 3
                                         (0.0656 m /min/km ). Estimate the extent to which domestic wastewater from a city of 80,000 peo-
                                         ple must be treated before discharge into the stream if nuisance is to be avoided; also determine the
                                         resulting dilution ratio of wastewater to stream water. Assume a per capita flow of wastewater of
                                         100 gpd 378 L/d.
                                         Solution 1 (U.S. Customary System):
                                                                             3
                                             1. Low-water flow   0.1   2,000   200 ft /s.
                                             2. Required flow for disposal of domestic wastewater if it is left untreated    6
                                                                    3
                                                (80,000>1,000)>1.4   340 ft /s.
                                             3. Percent removal of pollutional load needed   80 (340   200)>340   33%.
                                             4. Dilution ratio   (80,000   100): (200   7.48   60   60   24 )   1:16.

                                          Solution 2 (SI System):
                                                                     3
                                                                                                        3
                                                                                    2
                                                                                             3
                                                                            2
                                             1. Low-water flow   (0.0656 m /min/km )(5,180 km )   340 m /min   5.67 m /s.
                                             2. Required flow for disposal of domestic wastewater if it is left untreated   0.17
                                                                     3
                                                (80,000>1,000)>1.4   9.71 m /s.
                                             3. Percent removal of pollutional load needed   80 (9.71   5.67)>9.71   33%.
                                             4. Dilution ratio   (80,000   378>1,000): (5.67   60   60   24)   1:16.



                    10.7.5 Disposal onto Land
                                         The objectives of terminal discharge of wastewater onto land or into the soil are safe dis-
                                         posal and, possibly, crop production. In municipal practice, disposal by irrigation is viable
                                         when the water resources of the region are poor and large tracts of suitable land are avail-
                                         able. The extent to which wastewater should be treated before irrigation depends on hy-
                                         gienic considerations and available standards. If wastewater is not sufficiently treated,
                                         there is the obvious hazard of contaminating food raised on irrigated soil and infecting an-
                                         imals pastured on irrigated land. By contrast, the discharge of settled wastewater into the
                                         ground through agricultural tile pipes in the disposal of wastewater from isolated
                                         dwellings, known as subsurface irrigation, can be quite safe.
                                             In one sense, shallow earth basins holding wastewater for a number of days and called
                                         wastewater lagoons or stabilization ponds are purposely inundated or waterlogged irriga-
                                         tion areas producing suspended (algal) rather than rooted crops. There is much evaporation
                                         from the ponds and some seepage. In another sense, the displacement of pond waters
                                         is often fast enough to approach the natural purification of sluggish receiving streams.
                                         Under favorable climatic conditions, pond loadings may be as high as 500 persons per acre
                                         (1,235 persons per ha) for raw domestic wastewater.
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