Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/41681
Title: Hydrologic analysis of field delineated ordinary high water marks for rivers and streams
Authors: Hamill, Daniel D.
David, Gabrielle C. L.
Keywords: Floodplains
Hydrologic models
Rivers
Streamflow
Water levels
Publisher: Cold Regions Research and Engineering Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Technical Report (Engineer Research and Development Center (U.S.)) ; no. ERDC/CRREL TR-21-9
Abstract: Streamflow influences the distribution and organization of high water marks along rivers and streams in a landscape. The federal definition of ordinary high water mark (OHWM) is defined by physical and vegetative field indicators that are used to identify inundation extents of ordinary high water levels without any reference to the relationship between streamflow and regulatory definition. Streamflow is the amount, or volume, of water that moves through a stream per unit time. This study explores regional characteristics and relationships between field-delineated OHWMs and frequency-magnitude streamflow metrics derived from a flood frequency analysis. The elevation of OHWM is related to representative constant-level discharge return periods with national average return periods of 6.9 years using partial duration series and 2.8 years using annual maximum flood frequency approaches. The range in OHWM return periods is 0.5 to 9.08, and 1.05 to 11.01 years for peaks-over-threshold and annual maximum flood frequency methods, respectively. The range of OHWM return periods is consistent with the range found in national studies of return periods related to bankfull streamflow. Hydraulic models produced a statistically significant relationship between OHWM and bank-full, which reinforces the close relationship between the scientific concept and OHWM in most stream systems.
Description: Technical Report
Gov't Doc #: ERDC/CRREL TR-21-9
Rights: Approved for Public Release; Distribution is Unlimited
URI: https://hdl.handle.net/11681/41681
http://dx.doi.org/10.21079/11681/41681
Appears in Collections:Technical Report

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