Flow‐ecology modelling to inform reservoir releases for riparian restoration and management

Author:

Hickey John T.1ORCID,Shafroth Patrick B.2ORCID,Fields Woodrow L.3

Affiliation:

1. Hydrologic Engineering Center U.S. Army Corps of Engineers Davis California USA

2. U.S. Geological Survey Fort Collins Science Center Fort Collins Colorado USA

3. Risk Management Center U.S. Army Corps of Engineers Davis California USA

Funder

U.S. Army Corps of Engineers

Publisher

Wiley

Subject

Water Science and Technology

Reference79 articles.

1. Ackerman C. T.(2005). HEC‐GeoRAS: River GIS Tools for support of HEC‐RAS using ArcGIS CPD‐83 IWR‐HEC. Davis CA: U.S. Army Corps of Engineers Hydrologic Engineering Center p. 204. Retrieved fromhttp://www.hec.usace.army.mil/software/hec-ras/documents/HEC-GeoRAS4_UsersManual.pdf

2. Comparative tolerances of riparian willows and cottonwoods to water-table decline

3. Arcement G. J. &Schneider V. R.(1989). Guide for selecting Manning's roughness coefficients for natural channels and flood plains. U.S. Geological Survey Water‐Supply Paper 2339. United States Government Printing Office p. 38.

4. Development of a spatially-distributed hydroecological model to simulate cottonwood seedling recruitment along rivers

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