The analysis is for peer review of another's design that was built. Legal issues. I will say no more.
I would like to represent any flooding issues accurately within reason. I can map or topo the HGL elevation at each "problem inlet." That is easy, and I do it all the time for a sanity...
I am analyzing an existing system and have found a few instances where the Hydraulic Grade Line exceeds the elevation of grate inlets in th parking lot. What is the best way to account for this problem? I realize that runoff cannot enter the grate at the point in time that the HGL raises above...
Thanks all. My primary concern is wave action and wind causing uplift/scour/washout. I am meeting today to get a general site layout and manufacturer's info. I will know more after I review the manufacturer's data for lateral support and tie down recommendations.
Along my part of the Gulf Coast, it is pretty common to install a fiberglass pool above ground / partially buried when near the Gulf. This installation requires bracing the outerwalls.
I have a client who has asked for a foundation design for this scenario. It has been awhile since I put...
It seems that DFU applies more to interior conduit. I have never designed a sanitary sewer system based on DFU.
The classic sanitary sewer scenario is a community of houses producing X gpm, which is based on population. That scenario is not a good model for several mixed-use buildings tied...
Hello all. I am working with an architect that gave me sewer flow in sewer fixture units. Please provide a conversion factor or chart for SFU to gpd or gpm. Thanks.