Would anyone have any input on what "pressure" of rainfall in a combined sewer system is required to lift a steel manhole cover in road surface. Yesterday about 3 inches of water jetting thru a vent hole , no lifting of steel cover. Previously I've seen about 6 inches and cover not lifting. I've seen an impressive full manhole bore width of geyser shooting 30 foot into the air , having discardeded the cover some distance. So about what height of jetting , ie inferred underlying pressure of water, would indcate imminent lifting of a cover, perhaps wobbling? So somewhere between 6 inches and 30 foot , if anyone could narrow it down a bit. I appreciate that because of the way air is expelled from sewer pipes in extreme circumstances and the change in boundary friction with the pipe surface at the point of going to 100 percent capacity with water, the pressure can rise very rapidly, but prior to that or not getting to that , ie water still flowing with air gap at the top of the pipe. All from heavy rainfall on high ground getting into the sewer system passing through lower ground. Substantial heavy road trafficed grade of steel cover , like these
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2 years ago