Elizabeth Ahearn
Elizabeth Ahearn is a Hydrologist in the New England Water Science Center.
Science and Products
Filter Total Items: 15
Regression equations for estimating flood flows for the 2-, 10-, 25-, 50-, 100-, and 500-Year recurrence intervals in Connecticut
Multiple linear-regression equations were developed to estimate the magnitudes of floods in Connecticut for recurrence intervals ranging from 2 to 500 years. The equations can be used for nonurban, unregulated stream sites in Connecticut with drainage areas ranging from about 2 to 715 square miles. Flood-frequency data and hydrologic characteristics from 70 streamflow-gaging stations and the upstr
Authors
Elizabeth A. Ahearn
Peak-flow frequency estimates for U.S. Geological Survey streamflow-gaging stations in Connecticut
Annual peak-flow data from 128 U.S. Geological Survey streamflow-gaging stations in Connecticut with at least 10 consecutive years of record were used to estimate peak-flow magnitudes for 1.5-, 2-, 10-, 25-, 50-, 100- and 500-year recurrence intervals (exceedance probabilities of 0.67, 0.50, 0.10, 0.04, 0.02, 0.01, and 0.002, respectively). Peak-flow frequency analyses of annual peak flows through
Authors
Elizabeth A. Ahearn
Streamflow in the Quinnipiac River Basin, Connecticut— Statistics and Trends, 1931–2000
No abstract available.
Authors
Elizabeth A. Ahearn
Science and Products
Filter Total Items: 15
Regression equations for estimating flood flows for the 2-, 10-, 25-, 50-, 100-, and 500-Year recurrence intervals in Connecticut
Multiple linear-regression equations were developed to estimate the magnitudes of floods in Connecticut for recurrence intervals ranging from 2 to 500 years. The equations can be used for nonurban, unregulated stream sites in Connecticut with drainage areas ranging from about 2 to 715 square miles. Flood-frequency data and hydrologic characteristics from 70 streamflow-gaging stations and the upstr
Authors
Elizabeth A. Ahearn
Peak-flow frequency estimates for U.S. Geological Survey streamflow-gaging stations in Connecticut
Annual peak-flow data from 128 U.S. Geological Survey streamflow-gaging stations in Connecticut with at least 10 consecutive years of record were used to estimate peak-flow magnitudes for 1.5-, 2-, 10-, 25-, 50-, 100- and 500-year recurrence intervals (exceedance probabilities of 0.67, 0.50, 0.10, 0.04, 0.02, 0.01, and 0.002, respectively). Peak-flow frequency analyses of annual peak flows through
Authors
Elizabeth A. Ahearn
Streamflow in the Quinnipiac River Basin, Connecticut— Statistics and Trends, 1931–2000
No abstract available.
Authors
Elizabeth A. Ahearn