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  1. A56

    Hydraulic Conductivity Saltwater Freshwater

    I am working on a project where a salwater marsh and a freshwater marsh are being proposed within a proximate distance from each other. Can someone please elaborate on how to calculate the final hydraulic conductivity of the saltwater portion and the freshwater portion? From the hydraulic...
  2. A56

    Maintenance Access Path for Box Culverts

    Hi cvg. Soil cement--thanks for the suggestion. I will look into that. The only problem is, is there a certain slope range within which it will adhere to the soil interface?
  3. A56

    Maintenance Access Path for Box Culverts

    Hi. I'm working on a flood control project whick calls for the replacement of five tidegate culverts with a triple cell box culvert. The owner wants a maintenance access path, one on each side of the ditch, for seasonal cleaning of the proposed RBC. The issue here is that the site is...
  4. A56

    Stormwater Pipe Corrosion

    Thanks everybody so much for your suggestions. If I can add to this thread in any way, I will keep it updated.
  5. A56

    Stormwater Pipe Corrosion

    Can anyone please suggest some references that cover factors (environmental and other) which contribute to corrosion of stormwater pipes? The particular pipe materials I have in mind are RCP, CMP, HDPE, and ductile iron (I guess that covers the most commonly used ones). I need information on...
  6. A56

    PE Civil Exam reference?

    I also plan to take the PE exam, but probably in October 2005 if not later. Anyhow, if you are still curious about those NAVFAC publications, all three (there is a third one) can be found at the following link: http://www.bridgeautomation.com/freeresource_geotech.htm Hope this helps!!!
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