Wall deformation problem of atmospheric pressure vertical tanks after water filling
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When conducting water filling and sedimentation tests on our two 3,000-cubic-meter atmospheric pressure vertical tanks, we observed deformation of the tank walls. What level of deformation is considered acceptable, and how should this be addressed?
Wow, 3000 liters – why don’t you get a spherical tank? The deformation of the pipe wall indicates that the foundation is at different heights after settlement; it’s necessary to check whether there are any tears in the welds as well!