Chapter
May 16, 2019
World Environmental and Water Resources Congress 2019

Evaluating Low and High Frequency Design Stages for Multi-Use Riverfront Amenities

Publication: World Environmental and Water Resources Congress 2019: Watershed Management, Irrigation and Drainage, and Water Resources Planning and Management

ABSTRACT

Codorus Creek, which runs through the city of York, is the focus of an ongoing beautification initiative which is part of a program to revitalize the downtown corridor. Plans include restoring access to the creek shoreline and enhancing its amenity value by providing a compound cross section with a low flow channel, landscaped overbank areas, and side slopes, and retaining walls supporting linear park features, while maintaining adequate conveyance for design flood events. To support the conceptualization of the project and reconcile partially conflicting uses of the channel for low- and high-frequency flows, H&H calculations must be carried out to determine the appropriate stages and design elevations for each project element based on average daily flows for site amenity features, and annual peak discharges for flood control.

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REFERENCES

FEMA, 2009, Flood Insurance Study York County, PA (All Jurisdictions) Volume 1 of 6, Federal Emergency Management Agency, September 25, 2009
Mays, 2005 – Water Resources Engineering, by Larry W. Mays, John Wiley & Sons, 2005
USACE, 2007 – Codorus Creek Restoration, York County, PA, Final Detailed Project Report and Integrated Environmental Assessment, U.S. Army Corps of Engineers, Baltimore District, February 2007
USACE, 2015 – Indian Rock Dam, Codorus Creek, PA, U.S. Army Corps of Engineers Fact Sheet, February 2015
USACE, 2016 – HEC-RAS River Analysis System, User’ s Manual, Version 5.0, U.S. Army Corps of Engineers, February 2016
USGS, 1982, Guidelines for Determining Flood Flow Frequency, Bulletin 17-B of the Hydrology Subcommittee, Interagency Advisory Committee on Water Data, U.S. Geological Survey, March 1982
USGS, 2006 – Flynn, K.M., W.H. Kirby, and P.R. Hummel, User’ s Manual for Program PeakFQ Annual Flood-Frequency Analysis, U.S. Geological Survey, 2006
USGS, 2017 - Daily Mean Flow at USGS Gage 01575500, Codorus Creek near York, PA for the period August 1, 1940 through September 30, 1996. United States Geological Survey, accessed September 12, 2017
Vogel and Fennessey, 1994 – “Flow Duration Curves. New Interpretation and Confidence Intervals”, Richard, Vogel and Neil Fennessey, ASCE Journal of Water Resources Planning and Management, Vol. 120, No. 4, July/August 1994

Information & Authors

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Published In

Go to World Environmental and Water Resources Congress 2019
World Environmental and Water Resources Congress 2019: Watershed Management, Irrigation and Drainage, and Water Resources Planning and Management
Pages: 150 - 159
Editors: Gregory F. Scott and William Hamilton, Ph.D.
ISBN (Online): 978-0-7844-8233-9

History

Published online: May 16, 2019
Published in print: May 16, 2019

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Authors

Affiliations

T. H. Jackson, Ph.D. [email protected]
P.E.
Buchart Horn, Inc., 2200 Liberty Ave., Pittsburgh, PA 15222. E-mail: [email protected]
Ben Mikesell [email protected]
P.E.
Buchart Horn, Inc., 445 West Philadelphia St., York, PA 17401. E-mail: [email protected]
Danielle Stehman [email protected]
Buchart Horn, Inc., 445 West Philadelphia St., York, PA 17401. E-mail: [email protected]

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