Abstract
Engineering considerations are discussed that led to the establishment of the basic and detailed design of the 5-mile submarine effluent outfall at the Los Angeles, Calif. Hyperion treatment plant. Specific and general studies and findings on ocean disposal of sewage effluent that were undertaken as part of this project are outlined. The design of the 5-mile outfall is developed with respect to anticipated dilution, bacterial decline, and shore sampling results.
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