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The use of flush-tanks in connection with small pipe sewers, which has been made an integral part of the “Separate System” and generally adopted in systems caring only for house sewage, is attended with much uncertainty. In such systems it is generally specified that a flush-tank be placed at the head of every lateral, each tank being so regulated as to discharge at least once in 24 hours. The relation between the size of the sewer pipe and the amount of water used in a flush is not given, nor is the influence of grade discussed. The general law is laid down that all laterals, regardless of size, grade, or contributing population, must be supplied with flush-tanks in order to secure a self-cleansing flow in the laterals and to maintain the integrity of the system.
The use of flush-tanks in connection with small pipe sewers, which has been made an integral part of the “Separate System” and generally adopted in systems caring only for house sewage, is attended with much uncertainty. In such systems it is generally specified that a flush-tank be placed at the head of every lateral, each tank being so regulated as to discharge at least once in 24 hours. The relation between the size of the sewer pipe and the amount of water used in a flush is not given, nor is the influence of grade discussed. The general law is laid down that all laterals, regardless of size, grade, or contributing population, must be supplied with flush-tanks in order to secure a self-cleansing flow in the laterals and to maintain the integrity of the system.
Flushing in Pipe Sewers
Ogden, H. N. (Autor:in)
01.01.2021
141898-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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