Henry F Doyle
Henry Doyle is a Hydrologist with the USGS, Central Midwest Water Science Center, located in Urbana, Illinois.
Henry began his career with the USGS as a Pathways Student Trainee in February 2020 and became a full-time Hydrologist in May 2020. He received his B.S. in Civil Engineering from the University of Illinois, and his studies included concentrations in Environmental Engineering and Water Resources Engineering and Science. Since joining the USGS, his work has contributed to projects that aim to prevent invasive carps (bighead, silver, and grass carp) from becoming established in the Great Lakes, as well as projects that are part of the Lake Michigan Diversion Accounting program. Henry has expertise in applying computer programming (in languages such as Python and Java) to support these scientific studies.
Professional Experience
2020-Present, Hydrologist, Central Midwest Water Science Center, Urbana, Illinois
Education and Certifications
B.S., Civil Engineering, University of Illinois, Urbana-Champaign, Illinois, 2020
Science and Products
Monitoring Data to Support the Operation of the Electric Dispersal Barrier System on the Chicago Sanitary and Ship Canal at Romeoville, Illinois, October 1, 2017, to September 30, 2018
Monitoring Data to Support the Operation of the Electric Dispersal Barrier System on the Chicago Sanitary and Ship Canal at Romeoville, Illinois, October 1, 2019, to September 30, 2020
Hydraulic Model Archive and Fluvial Egg Drift Simulator (FluEgg) Results for Simulations of Invasive Carp Egg and Larval Drift in the Maumee River, Ohio (ver. 1.1, July 2023)
Monitoring data to support the operation of the Electric Dispersal Barrier System on the Chicago Sanitary and Ship Canal at Romeoville, Illinois, October 1, 2018, to September 30, 2019
The U.S. Geological Survey (USGS) monitors water surface flow reversals, commercial vessel traffic, and temperature and specific conductance in the U.S. Army Corps of Engineers Electric Dispersal Barrier System (EDBS) on the Chicago Sanitary and Ship Canal, Chicago, Illinois. These data are planned to be released on USGS Sciencebase annually. This data release is the summary of all the data collec
Fluvial Egg Drift Simulator (FluEgg) Results for 240 Simulations of Bighead Carp Egg and Larval Drift in the Illinois River
Historical hydrologic and geomorphic conditions on the Black River and selected tributaries, Arkansas and Missouri
Special Contributing Area Loading Program
Science and Products
- Data
Monitoring Data to Support the Operation of the Electric Dispersal Barrier System on the Chicago Sanitary and Ship Canal at Romeoville, Illinois, October 1, 2017, to September 30, 2018
The U.S. Geological Survey monitors water surface flow reversals, commercial vessel traffic, and temperature and specific conductance in the U.S. Army Corps of Engineers Electric Dispersal Barrier System, EDBS, on the Chicago Sanitary and Ship Canal, Chicago, Illinois. This data release is the 2018 water year summary of the EDBS monitoring data. Water surface flow reversals at the EDBS are monitorMonitoring Data to Support the Operation of the Electric Dispersal Barrier System on the Chicago Sanitary and Ship Canal at Romeoville, Illinois, October 1, 2019, to September 30, 2020
The U.S. Geological Survey (USGS) monitors water surface flow reversals, commercial vessel traffic, and temperature and specific conductance in the U.S. Army Corps of Engineers Electric Dispersal Barrier System (EDBS) on the Chicago Sanitary and Ship Canal, Chicago, Illinois. These data are planned to be released on USGS ScienceBase annually. This data release is the summary of all the data collecHydraulic Model Archive and Fluvial Egg Drift Simulator (FluEgg) Results for Simulations of Invasive Carp Egg and Larval Drift in the Maumee River, Ohio (ver. 1.1, July 2023)
The U.S. Geological Survey simulated the drift and dispersal of invasive carp eggs and larvae in the Maumee River, Ohio, using the Fluvial Egg Drift Simulator (FluEgg) (Garcia and others, 2013; Domanski, 2020). The hydraulic inputs used in the FluEgg simulations were generated using a one-dimensional Hydrologic Engineering Center-River Analysis System (HEC-RAS) 5.0.7 model of the Maumee River (HECMonitoring data to support the operation of the Electric Dispersal Barrier System on the Chicago Sanitary and Ship Canal at Romeoville, Illinois, October 1, 2018, to September 30, 2019
The U.S. Geological Survey (USGS) monitors water surface flow reversals, commercial vessel traffic, and temperature and specific conductance in the U.S. Army Corps of Engineers Electric Dispersal Barrier System (EDBS) on the Chicago Sanitary and Ship Canal, Chicago, Illinois. These data are planned to be released on USGS Sciencebase annually. This data release is the summary of all the data collec
Fluvial Egg Drift Simulator (FluEgg) Results for 240 Simulations of Bighead Carp Egg and Larval Drift in the Illinois River
The Fluvial Egg Drift Simulator (FluEgg) estimates bighead, silver, and grass carp egg and larval drift in rivers using species-specific egg developmental data combined with user-supplied hydraulic inputs (Garcia and others, 2013; Domanski, 2020). This data release contains results from 240 FluEgg 4.1.0 simulations of bighead carp eggs in the Illinois River under steady flow conditions. The data r - Publications
Historical hydrologic and geomorphic conditions on the Black River and selected tributaries, Arkansas and Missouri
The Black River flows through southeast Missouri and northeast Arkansas to its confluence with the White River in Arkansas. The U.S. Army Corps of Engineers operates Clearwater Dam on the Black River and a series of dams in the White River Basin primarily for flood control. In this study, the hydrology and geomorphology of the Black River are examined through an analysis of annual mean and peak diAuthorsJessica Z. LeRoy, Richard J. Huizinga, David C. Heimann, Evan M. Lindroth, Henry F. Doyle - Software
Special Contributing Area Loading Program
Special Contributing Area Loading Program (SCALP) is a hydrologic routing program that uses a linear-reservoir-in-series routing method. Inputs to SCALP include a user input file and runoff depth time series. The outputs of SCALP are outflow time series and a user log file. The user input file is a text file, and the runoff depth time series are contained in a Hydrologic Engineering Center Data St