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Storm Water Problems and Control in Sanitary Sewers, Oakland and Berkeley, California
An engineering investigation was conducted on storm water infiltration into sanitary sewers and associated problems in the East Bay Municipal Utility District, Special District No. 1, with assistance from the cities of Oakland and Berkeley, California. Rainfall and sewer flow data were obtained in selected study subareas that characterized the land use patterns predominant in the study area. Results obtained were extrapolated over larger drainage areas. A computerized flow routing program for the sewer system was used in this analysis. Ratios of infiltration to rainfall in the study subareas range from 0.01 to 0.14. Ratios of peak wet weather flow to average dry weather flow range from 2.1 to 9.1. (Author)
Storm Water Problems and Control in Sanitary Sewers, Oakland and Berkeley, California
An engineering investigation was conducted on storm water infiltration into sanitary sewers and associated problems in the East Bay Municipal Utility District, Special District No. 1, with assistance from the cities of Oakland and Berkeley, California. Rainfall and sewer flow data were obtained in selected study subareas that characterized the land use patterns predominant in the study area. Results obtained were extrapolated over larger drainage areas. A computerized flow routing program for the sewer system was used in this analysis. Ratios of infiltration to rainfall in the study subareas range from 0.01 to 0.14. Ratios of peak wet weather flow to average dry weather flow range from 2.1 to 9.1. (Author)
Storm Water Problems and Control in Sanitary Sewers, Oakland and Berkeley, California
1971
288 pages
Report
No indication
English
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