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Self-cleansing gradients for sewers flowing partly full
Survey of methods of design and laying of sewers to enable required velocity to produce self-cleansing conditions; graph shown which gives gradients required to produce velocity of 2 1/2 ft per sec in 6-in., 9-in. and 12-in. diam pipes at various rates of flow; practice relating to gradients of drains in buildings discussed.
Self-cleansing gradients for sewers flowing partly full
Survey of methods of design and laying of sewers to enable required velocity to produce self-cleansing conditions; graph shown which gives gradients required to produce velocity of 2 1/2 ft per sec in 6-in., 9-in. and 12-in. diam pipes at various rates of flow; practice relating to gradients of drains in buildings discussed.
Self-cleansing gradients for sewers flowing partly full
Surveyor
Escritt, L.B. (Autor:in)
1945
2 pages
Aufsatz (Zeitschrift)
Englisch
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