Can/will anyone forward the *.ies data file(s) for the lighting tables for the specialized street lighting bulbs that JEA (Jacksonville Electric Authority) stocks. Specifically I need the *.ies file for the "JEA L2 200watt HPS Cobra" bulb.
http://www.kcesco.com
http://www.kcesco.com/jaxrain.html
Uses Rational Method and average cross section of pond.
An underground infiltration system would have about 45% voids, so would have to reduce average X-section accordingly.
http://www.kcesco.com
There are also supposed to be standard or calibrated UH curves for PF of 256 and 323. Can anyone provide these or tell me a way (other than purchasing certain proprietary computer programs) that I can obtain them?
http://www.kcesco.com
If you know your rainfall depths(or have an IDF curve, or equation for your area, to figure the depths with) you can use a simplified Modifed Rational Method for your stormwater pond. Check this web site out:
http://www.kcesco.com/jaxrain.html
http://www.kesco.sphosting.com
The pond should hold at a minimum the difference between the pre- and post- discharge volumes. Usually you have to provide more because you also must include a treatment volume in addition to the mitigation volume. http://www.kesco.sphosting.com
You can get a hydraulic wheel that will help you with the
calculations. A quick Google search came up with this web site. http://www.portalsplus.com/drain_calc.htm
Hope this helps. http://www.kesco.sphosting.com
Anybody know or willing to divulge the method for determining the dimensions of Jack & Bore pits?
I hear it has something to do with the length of each section of pipe being jacked as well as the diameter and depth of the pipe, but I don't know the specifics.
I have just purchased lahey fortran v5.6. does anyone know how to access the printer. With MSfortran v5.0 you could just use OPEN(UNIT=7,FILE='PRN')
and WRITE(7,*)'TEST'
etc.
but Lahey 95 and 90 won't access the printer. I've been told that I need to access the printer through Windows. How...
I need to know how much it is possible to bend say a 16 inch PVC AWWA class 900 (SDR25) pipe. We are planning to use it for potable water and we need to get around a curve in the road. If we can bend it enough we might be able to eliminate the need for a mechanical joint bend in the pipe...
Anyone know where I can get the intensity-duration-frequency (IDF) curves for the 3-day, 7-day and 10-day durations with 2-yr, 3-yr, 5-yr, 10-yr, 25-yr, 50-yr, and 100-yr frequencies for the different FDOT rainfall zones in Florida?
I would appreciate it.