Model Paramenters and Quantile Hydrographs

This spreadsheet reports HEC-RAS model parameters and hydrologic data for 2D hydraulic simulations of the four study reaches described in the associated publication. Model parameters include the energy grade slope for distributing flow at the upstream boundary and normal depth friction slope. Hydrologic data include 5 hydrographs per study reach. The hydrographs represent a range of low to high magnitude flooding events based on the historical instantaneous discharge records. To develop the hydrographs, first an aggregate flood event series was extracted by identifying likely overbank flows from the instantaneous discharge record for each study reach. Then, peak discharges during each flood event were temporally aligned. Finally, the 10th, 25th, 50th, 75th, and 90th quantile discharges were computed for each time step in the aggregate series and used to generate stylized quantile hydrographs reported here.

Data and Resources

Field Value
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publisher U.S. Geological Survey
publisher_hierarchy Department of the Interior > U.S. Geological Survey
resource-type Dataset
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Groups
  • AmeriGEOSS
  • National Provider
  • North America
Tags
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  • amerigeoss
  • biota
  • ckan
  • flood-regime
  • floodplain
  • geo
  • geoss
  • hydrogeomorphology
  • hydrology
  • inundation
  • little-gunpowder-falls-laurel-brook-maryland-usa
  • national
  • north-america
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  • united-states
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isopen False
license_id notspecified
license_title License not specified
maintainer Molly Van Appledorn
maintainer_email mvanappledorn@usgs.gov
metadata_created 2025-11-19T16:30:38.868930
metadata_modified 2025-11-19T16:30:38.868938
notes This spreadsheet reports HEC-RAS model parameters and hydrologic data for 2D hydraulic simulations of the four study reaches described in the associated publication. Model parameters include the energy grade slope for distributing flow at the upstream boundary and normal depth friction slope. Hydrologic data include 5 hydrographs per study reach. The hydrographs represent a range of low to high magnitude flooding events based on the historical instantaneous discharge records. To develop the hydrographs, first an aggregate flood event series was extracted by identifying likely overbank flows from the instantaneous discharge record for each study reach. Then, peak discharges during each flood event were temporally aligned. Finally, the 10th, 25th, 50th, 75th, and 90th quantile discharges were computed for each time step in the aggregate series and used to generate stylized quantile hydrographs reported here.
num_resources 2
num_tags 19
title Model Paramenters and Quantile Hydrographs