In Texas the ultimate liability for the design lies with the firm. If an EOR leaves the firm and changes are made to the plans the original engineer's seal must be removed and a new EOR employed by the firm must seal and take responsible charge for anything on the sheet, not just the changes.
The original delay was funding. Texas didn't want to pitch the state's share of funding, so we had to wait on the Feds to have enough money for the whole thing.
It was supposed to be published in April 2018. There has been some scuttle about delaying the publication to incorporate rainfall from...
If you are doing pure detention, and not retention, or wet detention, then your depths will either be determined by local criteria or by what your outlet elevation can be.
For oonly 775 I would flush that 6" line to get it as clean as possible and push a smaller line into it. EssentiallyuUse the 6" as a casing pipe. Then if you ever need a larger force main you could just pull the smaller pipe.
I'm not sure about what ASFPM's requirements are, in Texas the Texas Floodplain Management Association requires 8 hours of continuing ed annually. Other certifying entities are probably similar.
I have to get 15 hours per year for my PE so I try to find courses that will apply to both.
The inlet capacity will be a function of the depth of water "standing" above the inlet. Once the inlet is submerged the orifice equation is used to calculate the capacity based on the open area of the grate (less any assumptions for blockage). You can create a table of depth versus flow and then...
I am a privately practicing engineer and I have my CFM. It is pretty useful in the land development sector and/or if you work with municipal stormwater/floodplain management departments.
You do not have to take any specific classes to sit for the exam. Will it be easier if you take a review...
As Hoxton said, your location matters in how the term engineer can be used legally. Our employees who have engineering degrees but have not passed the FE are Graudate Engineers, those that have passed the FE are Engineers In Training, and those licensed by the state are Professional Engineers...
I work in the Texas panhandle region and we typically specify a 70-28. We had never really put a lot of thought in to our binder selection and then we had an owner allow 64-28 to be used on a project that we paved in the middle of June.
It was 100+ degrees everyday for like 2 weeks. The...
It is 50 feet, 60 feet, whatever the measurement is left (LT) or right (RT) from the profile line. Profile line isn't always center of the road. Roadway nomenclature for left and right is typically based on looking up station (low to high).
I work in a small civil engineering and land surveying firm. Engineering staff has about a dozen employees. I've moved up to a position in my company where I am interviewing and making hiring recommendations to my boss.
Getting a feel for the skill sets and ability of people with some...
Pinwards is correct. You'll need to either find an existing study that determined the flow rate at the pipe inlet (or nearby), or develope the hydrology and flow rate yourself, and demonstrate that the pipe can convey the 100-yr storm event.
You will most likely need to submit a LOMR to FEMA...
My wife has cousin with this degree from OSU. He worked designing building fire protection systems for and MEP firm for a little while. Now he works for an insurance company investigating claims. That is about all I know.
HEC-RAS fills the cross section by elevation starting at the bottom and considers the entire input cross section. You could mirror that cross section over and over and you would get water in the valleys in each segment.
As stated above, you either need to end your cross section at the top of...
Have you e-mail Pete at ICPR? If you have an active service agreement he's generally able to explain the problems with your model pretty quickly. Better hurry though because support for version 3 ends on July 1.
The 100-year design flood event is a pretty nebulous term. Typically the 100-YR (technically the 1% annual-chance) storm event rainfall depth is obtain from a source such as TP-40 , NOAA Atlas 14, or some other local source. These rainfall frequency depths are based on a statistical analysis of...
I would recommend installing this by boring/pipe jacking if at all possible. We have designed installations of 10'x10' box culverts over 40 deep and had them successfully installed on grade (0.12% slope) via pipe jacking on lengths of over 1000 feet.
This seems like it would be more preferable...
The company I work for pays all non-owners hourly and time and half for any hours over 40, double time for over 60. My base 40-hour salary is probably 10k or so less than what the firm across town pays, but I work about 45 hours a week and bring in almost 20k a year over my base. I like the...
As far as the parking lot drainage itself. I work in a very flat area and for asphalt parking I try to have 2% slope for sheet drainage, 1% is the absolute flattest I will go. Concrete parking I try to have a minimum slope of 0.50% for sheet flow and 0.25% for longitudinal gutter/channel flow...
I had a similar instance on a project where a business owner wanted to build and elevated deck over a lake area that is dry about 99% of the time. The surface area of the lake area is about 90 acres and has a storage volume of 500 acre feet.
I had to document the water surface rise cause by 8...
