Transcription of CHAPTER 4 DESIGN AND CONSTRUCTION OF SEWAGE …
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Part A: Engineering4 - 1 CHAPTER 4: DESIGN AND CONSTRUCTION OF SEWAGE PUMPING STATIONS AND SEWAGE PUMPING MAINSCHAPTER 4 DESIGN AND CONSTRUCTION OF SEWAGE PUMPING STATIONS AND SEWAGE PUMPING GENERAL CONSIDERATIONSP umping stations handle SEWAGE either as in-line for pumping the SEWAGE from a deeper sewer to a shallow sewer or for conveying to the STP or outfall. They are required where SEWAGE from low lying development areas is unable to be drained by gravity to existing sewerage infrastructure, and / or where development areas are too remote from available sewerage infrastructure to be linked by gravity means. DESIGN FlowRefer CHAPTER 3 of this Location and ConfigurationThe proper location of the pumping station requires a comprehensive study of the area to be served, to ensure that the entire area can be adequately drained.
case raw sewage is flushed to the surface due to flooding of the wet well, or because of failure of . Part A: Engineering 4 - 2 ... In small stations where the depth of incoming sewer is just about 3 m or so, a hand operated screen facility can be provided as in Figure 4.1. The screen champer consists of two individual screens hung from a ...
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