1. Education:
BS, Biosystems Engineering,
Oklahoma State University,
December 2015
Registration:
Oklahoma EI
No. 15663
Software Experience:
AutoCAD 2016
HEC-HMS (3.5, 4.0, 4.2)
HEC-RAS (ver. 4.1.0, 5.0.3)
GeoHEC-RAS (1.2.0)
ArcMap (10.2.2)
ArcView GIS (3.2)
PeakFQ (7.1)
Culvert Master
Hydraulics Formula (2.1.4)
WinTR-55
WinGAmpt
MS-Office, PowerPoint, Excel
Professional:
ASCE (Event Chair)
EWB
Tulsa Young Professionals
Continuing Education:
HEC-RAS Steady Flow
Workshop, July 2016
Annual ASCE Conference,
Stillwater, OK, August 2016
Annual OK Floodplain
Managers Association
(OFMA) Conference
Tulsa, OK, September 2016
Illinois River Stream
Restoration Assessment,
Tahlequah, OK, June 2016
Since joining Meshek in January 2016, Ms. Huling has completed several hydrologic
and hydraulic studies and stormwater design projects. Involvement with these
projects has allowed her to become proficient in hydrologic and hydraulic computer
modeling, floodplain mapping, and design of open channels. Furthermore, Ms. Huling
has utilized GIS tools to assist in the development of input parameters and output
data, and has calculated cost estimates for recommended drainage improvements.
Representative projects include:
Nottingham Drainage Study, City of Owasso, Oklahoma. Developed a hydrologic
model, using HEC-HMS, for an existing drainage swale in Nottingham Estates with poor
drainage and erosion issues. Utilized NRCS LiDAR data and site inspection to
strategize multiple mitigation solutions. Designed standard ODOT Class C concrete
lined trickle channels that joined together at a drop structure. Calculated and
evaluated cost estimates for alternative designs; recommended a final design in
report documentation.
Red Rock Canyon State Park, Oklahoma. Performed a hydrologic and hydraulic
analysis of Red Rock Canyon State Park to determine flow rates and Base Flood
Elevations (BFE) for a 1% annual chance event at proposed well locations. Utilized
SCS CN method in areas without detailed hydraulic analysis, and Modified Puls
method in open channel flow areas to account for floodplain storage. Computed
storage volumes reach by reach and input parameters in the final HEC-HMS model to
determine the effect of existing floodplain storage on peak flow rates. Used 1%
annual chance peak flow rates in existing HEC-RAS model to prepare BFE floodplains
in GeoHEC-RAS.
Bridge Hydrology and Hydraulics, Oklahoma Department of Transportation. Performed
hydrologic and hydraulic modeling of new and existing bridge structures across the
State of Oklahoma. Generated report documentation, analysis of scour and
sedimentation, hydraulic plan sheets, and plan and profile sheets.
East Tulsa Flood Insurance Study & MDP, City of Tulsa & FEMA. Served as an assistant
engineer for the development of the City of Tulsa and FEMA Flood Insurance Study
documents for Spunky Creek, Midway Creek, and Salt Creek.
Prior to her work in Hydrology & Hydraulics, Ms. Huling was involved in various stream
restoration and erosion prevention workshops with the Illinois River. She assisted in
the design and construction of bioretention cells, surveyed stream profiles and cross
sections, and has publications in Environmental Science: Nano (2016) and Oklahoma
Junior Academy of Science (2010).
Hanna Huling, EI
Engineer Intern