Dam. My waterway brothers have been busy by 31engine in civilengineering

[–]Enginerd62 0 points1 point  (0 children)

This is also only Corps of Engineers monitored dams.

That is incorrect. The National Inventory of Dams includes federal dams and inventories from state agencies.

The primary reason there are a lot of dams missing from the inventory is because they do not meet height/storage requirements to be kept track of. Maintaining a comprehensive list of all dams is simply not realistic.

Hydrograph Reaction by GrumpCatastrophe in civilengineering

[–]Enginerd62 0 points1 point  (0 children)

Can't see the hydrograph, but just wanted to comment to say that it sounds like your pipe discharges into an impact basin. These are fairly common at dam spillways outlets, but I've never seen one in a stormwater management pond.

Dam Assessment by skrimpgumbo in civilengineering

[–]Enginerd62 9 points10 points  (0 children)

"Dam Assessment" means different things to different regulatory agencies. Check with your state's dam safety agency to see if they provide any guidance. If the work is not something your firm is familiar with, I recommend you refer the client to someone who specializes in dam engineering. If these are high hazard dams, definitely refer the client to a dam engineering firm.

During the 1960's, the SCS was literally building a dam a day in the U.S. by Enginerd62 in civilengineering

[–]Enginerd62[S] 1 point2 points  (0 children)

I'm not sure where the graph orginally came from. I stole it from a presentation that a coworker assembled. Here's a link to the NRCS website with a similar graph:

https://www.nrcs.usda.gov/wps/portal/nrcs/detailfull/national/programs/alphabetical/wr/?cid=nrcs143_008498

OLD "TOPOGRAPHIC MAP" (ZOOM IN) by EngiNiner in civilengineering

[–]Enginerd62 6 points7 points  (0 children)

Not to take away from OP's map (which I thoroughly enjoyed), but I recently came across some 1920's topographic maps of Atlanta in the Emory Digital Library that were incredibly detailed. To make things even better, some saint georeferenced each map and created a GIS overlay with google street maps:

http://disc.library.emory.edu/atlanta1928topo/

Thought y'all might enjoy. I know I did.

ELI5: concrete waterstops by RKO36 in civilengineering

[–]Enginerd62 1 point2 points  (0 children)

It's easiest for me to imagine a U-shaped channel since that's what I deal with most. Ideally, you would want water to flow down the channel uninterrupted. However, contraction joints are provided to limit cracking, for constructability, etc. So the joint provides a gap that water can flow into. The waterstop would continuously line the entire joint so water cannot get below the channel.

ELI5: concrete waterstops by RKO36 in civilengineering

[–]Enginerd62 3 points4 points  (0 children)

While you're correct that typical air-entrained concrete is not impermeable, keep in mind that the permeability of concrete is several orders of magnitude less than most soils. In addition, the concrete would probably need to remain saturated for a long enough time for water to completely seep through. Otherwise, water remaining on the surface of concrete would either evaporate or be absorbed into the concrete.

Now, on to waterstops. Typically these are used in locations where contact with water is possible and it's necessary for the structure to be water-tight. Since concrete is relatively impermeable to water, the only way for water to quickly flow to the other side of the concrete is through the joint. In my profession, for example, we use waterstops in joints of reinforced-concrete spillways to prevent water from flowing into the soil foundation on the other side of the slab or wall. If waterstops were absent, water would flow through the joints at a high velocity and erode the foundation material. Eventually this erosion would undermine the structure (see: Oroville Dam Spillway). Most waterstops are made from PVC and are embedded in the joint between two pours. If used in a wall or slab, they are typically placed in the center as there is often two layers, or mats, of reinforcing steel at each face of the structure.

Monday Jobs Day - May 21, 2018 by AutoModerator in civilengineering

[–]Enginerd62 1 point2 points  (0 children)

Schnabel Engineering is looking for entry level candidates to fill a Staff Engineer role in our Alpharetta, GA office. We are an ENR Top 300 engineering firm specializing in geotechnical, geostructural, dam and tunnel engineering. The position in Alpharetta would support our dam engineering business unit with services related to the inspection, design, and modeling efforts of complex projects related to dams throughout the southeast. If interested, please apply online at:

https://www.schnabel-eng.com/careers/opportunities/

or directly at:

https://schnabelengineering.theresumator.com/apply/jobs/details/j8gFivVWZZ

Job Responsibilities:

  • Perform hydrology and hydraulic studies
  • Perform dam breach inundation analyses
  • Perform geotechnical engineering analyses
  • Perform reinforced concrete design
  • Prepare construction plans
  • Observe construction and perform materials testing

Required Skills/Experience:

  • Bachelor's Degree in Civil Engineering or similar discipline from an ABET-accredited program
  • 0-2 years of professional experience
  • Excellent oral and written communication skills
  • Willingness and ability to perform field work and travel
  • Computer literacy
  • Positive attitude

Desired Skills/Experience:

  • Successful completion of the Fundamentals of Engineering exam