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Nicolas E Andreyev, P.E.

Presents a SunCam continuing education series on the topic of

Green Drainage Design

Contact the Author at:
andreyevn@gmail.com
Sanford, FLORIDA
Phone: 407-330-7763
Cell: 321-377-0139


Andreyev

For the author's biography click here!
  Course Title Hours (PDH)
Price
039-Stormwater Retention - Field and Laboratory Methods
4
$90.00 Preview-Detail-Ordering
This is an online course. You read the course document and take the online test. All materials are delivered via email or download.

032-Stormwater Retention Pond Recovery Analysis
4
$90.00 Preview-Detail-Ordering
This is an online course. You read the course document and take the online test. All materials are delivered via email or download.


COMING SOON!
- FUTURE COURSES BY THIS AUTHOR -

  • Laboratory and Field Test Methods for Aquifer Characterization - This course will present a review of the laboratory and field test methods for determination of aquifer thickness, depth to water table, estimation of seasonal high groundwater level, hydraulic conductivity, storage coefficient and other related parameters to allow characterization of the effective aquifer system or retention pond design.

  • Stormwater Retention and Recovery Analysis for Underground Exfiltration Trenches - This course will present the analytical approach and selection of design parameters for stormwater retention and recovery in areas where open space for a normal retention pond is not available and underground exfiltration trenches are used.

  • Groundwater Mounding Analysis for Septic Tank Drain-field in Shallow Unconfined Sandy Aquifer System - This course will present the analytical approach to estimate the height of groundwater mound below the center of a septic tank drain-field for a given long term loading rate.

  • Determination of Site Specific Runoff Curve Numbers Using Direct Field and Laboratory Testing Methods - This course will present a methodology for field and laboratory testing approach to estimate effective soil storage and then to calculate the corresponding runoff curve number (CN). This methodology allows a more accurate and site specific determination of the runoff curve number.

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