Streambed scour is the leading cause of bridge failure in the United States resulting in over 60 percent of all failures. The Alaska Science Center, in cooperation with the Alaska Department of Transportation and Public Facilities and the Alaska Railroad, is researching streambed scour through scour monitoring, hydraulic modeling, and data collection during high flows.
Return to Water
Streambed scour is the leading cause of bridge failure in the United States resulting in over 60 percent of all failures. Costs associated with repair and the societal repercussions associated with failures are amplified in Alaska where alternate ground transportation routes between many cities do not exist. Damage to bridges and culverts during two floods on the Kenai Peninsula in 2002 was estimated at over 19 million dollars and prevented vehicular traffic to and from the lower Kenai Peninsula for three days.
The USGS Alaska Science Center, in cooperation with the Alaska Department of Transportation and Public Facilities (ADOT&PF), is researching streambed scour through scour monitoring, hydrodynamic modeling, and data collection during high flows.
Bridges | Real-time Data | Soundings/Photos |
---|---|---|
Chilkat River BN 742 |
Real-time Data | Soundings/Photos |
Copper River BN 1187 | Real-time Data | Soundings/Photos |
Glacier Creek BN 999 | Real-time Data | Soundings/Photos |
Kashwitna River BN 212 | Real-time Data | Soundings/Photos |
Kasilof River BN 670 | Real-time Data | Soundings/Photos |
Knik River near Palmer BN 539 | Real-time Data | Soundings/Photos |
Lowe River BN 557 |
Real-time Data | Soundings/Photos |
Lowe River BN 1383 | Real-time Data | Soundings/Photos |
Nenana River near Windy BN 1243 | Real-time Data | Soundings/Photos |
Red Cloud River BN 983 | Real-time Data | Soundings/Photos |
Salcha River near Salchaket BN 527 | Real-time Data | Soundings/Photos |
Sheridan River BN 230 | Real-time Data | Soundings/Photos |
Tanana River at Big Delta BN 524 | Real-time Data | Soundings/Photos |
Tanana River at Nenana BN 202 | Real-time Data | Soundings/Photos |
Tazlina River BN 573 | Real-time Data | Soundings/Photos |
Below are data or web applications associated with this project.
GIS and Hydraulic Model data in Support of a Geomorphic and Hydraulic Assessment of Glacial Outburst Floods on the Snow River near Seward, Alaska
Tabular Input/Output Data and Model Files for 19 Two-Dimensional Hydraulic Models for Streambed Scour Evaluations at Selected Bridge Sites in Alaska, 2016-2017
Below are publications associated with this project.
Streambed scour evaluations and conditions at selected bridge sites in Alaska, 2016–17
Measurement of long-term channel change through repeated cross-section surveys at bridge crossings in Alaska
Streambed scour evaluations and conditions at selected bridge sites in Alaska, 2013–15
Streambed scour evaluations and conditions at selected bridge sites in Alaska, 2012
Evaluation of streambed scour at bridges over tidal waterways in Alaska
Streamflow and streambed scour in 2010 at bridge 339, Copper River, Alaska
Application of the multi-dimensional surface water modeling system at Bridge 339, Copper River Highway, Alaska
Geomorphology and river dynamics of the lower Copper River, Alaska
Hydraulic survey and scour assessment of Bridge 524, Tanana River at Big Delta, Alaska
Modeling surface-water flow and sediment mobility with the Multi-Dimensional Surface-Water Modeling System (MD_SWMS)
Calculation of scour depth at the Parks Highway Bridge on the Tanana River at Nenana, Alaska, using one- and two-dimensional hydraulic models
Development and Calibration of Two-Dimensional Hydrodynamic Model of the Tanana River near Tok, Alaska
Below are partners associated with this project.
- Overview
Streambed scour is the leading cause of bridge failure in the United States resulting in over 60 percent of all failures. The Alaska Science Center, in cooperation with the Alaska Department of Transportation and Public Facilities and the Alaska Railroad, is researching streambed scour through scour monitoring, hydraulic modeling, and data collection during high flows.
Return to Water
Sounding weight on the Copper River Delta, Alaska. Streambed scour is the leading cause of bridge failure in the United States resulting in over 60 percent of all failures. Costs associated with repair and the societal repercussions associated with failures are amplified in Alaska where alternate ground transportation routes between many cities do not exist. Damage to bridges and culverts during two floods on the Kenai Peninsula in 2002 was estimated at over 19 million dollars and prevented vehicular traffic to and from the lower Kenai Peninsula for three days.
The USGS Alaska Science Center, in cooperation with the Alaska Department of Transportation and Public Facilities (ADOT&PF), is researching streambed scour through scour monitoring, hydrodynamic modeling, and data collection during high flows.
Bridges Real-time Data Soundings/Photos Chilkat River BN 742
Real-time Data Soundings/Photos Copper River BN 1187 Real-time Data Soundings/Photos Glacier Creek BN 999 Real-time Data Soundings/Photos Kashwitna River BN 212 Real-time Data Soundings/Photos Kasilof River BN 670 Real-time Data Soundings/Photos Knik River near Palmer BN 539 Real-time Data Soundings/Photos Lowe River BN 557
Real-time Data Soundings/Photos Lowe River BN 1383 Real-time Data Soundings/Photos Nenana River near Windy BN 1243 Real-time Data Soundings/Photos Red Cloud River BN 983 Real-time Data Soundings/Photos Salcha River near Salchaket BN 527 Real-time Data Soundings/Photos Sheridan River BN 230 Real-time Data Soundings/Photos Tanana River at Big Delta BN 524 Real-time Data Soundings/Photos Tanana River at Nenana BN 202 Real-time Data Soundings/Photos Tazlina River BN 573 Real-time Data Soundings/Photos - Data
Below are data or web applications associated with this project.
GIS and Hydraulic Model data in Support of a Geomorphic and Hydraulic Assessment of Glacial Outburst Floods on the Snow River near Seward, Alaska
Provided here are three data packages: (1) geospatial vector data showing mapped main channels and alluvial fan extents in the lower 10 kilometers of the Snow River flood plain near Seward, Alaska as part of an assessment of river channel stability under an outburst flood regime, (2) a height-above-river raster produced from 2008 lidar bare-earth elevations for the lower 10 kilometers of the SnowTabular Input/Output Data and Model Files for 19 Two-Dimensional Hydraulic Models for Streambed Scour Evaluations at Selected Bridge Sites in Alaska, 2016-2017
This data release includes tabular surveyed and interpolated elevation data, the processed computational mesh, and model output data used in scour evaluations. The methods of deriving these datasets and using them to calculate scour are described in the associated Scientific Investigations Report "Scour evaluations and conditions at selected bridge sites in Alaska, 2016-2017". This is a cooperativ - Multimedia
- Publications
Below are publications associated with this project.
Filter Total Items: 20Streambed scour evaluations and conditions at selected bridge sites in Alaska, 2016–17
Stream stability, flood frequency, and streambed scour potential were evaluated at 20 Alaskan river- and stream-spanning bridges lacking a quantitative scour analysis or having unknown foundation details. Three of the bridges had been assessed shortly before the study described in this report but were re-assessed using different methods or data. Channel instability related to mining may affect scoAuthorsRobin A. Beebee, Karenth L. Dworsky, Schyler J. KnoppMeasurement of long-term channel change through repeated cross-section surveys at bridge crossings in Alaska
The U.S. Geological Survey (USGS) has been working with Alaska Department of Transportation and Public Facilities (ADOT&PF) since 1993 to provide hydraulic assessments of scour for bridges throughout Alaska. The purpose of the program is to evaluate, monitor, and study streambed scour at bridges in Alaska; this includes surveying streambed elevations at regular intervals and monitoring real-time bAuthorsKarenth L. Dworsky, Jeffrey S. ConawayStreambed scour evaluations and conditions at selected bridge sites in Alaska, 2013–15
Streambed scour potential was evaluated at 52 river- and stream-spanning bridges in Alaska that lack a quantitative scour analysis or have unknown foundation details. All sites were evaluated for stream stability and long-term scour potential. Contraction scour and abutment scour were calculated for 52 bridges, and pier scour was calculated for 11 bridges that had piers. Vertical contraction (presAuthorsRobin A. Beebee, Karenth L. Dworsky, Schyler J. KnoppStreambed scour evaluations and conditions at selected bridge sites in Alaska, 2012
Streambed scour potential was evaluated at 18 river- and stream-spanning bridges in Alaska that have unknown foundation details or a lack of existing scour analysis. All sites were evaluated for stream stability and long-term scour potential. Contraction scour and abutment scour were calculated for 17 bridges, and pier scour was calculated for 7 bridges that had piers. Vertical contraction (pressuAuthorsRobin A. Beebee, Paul V. SchauerEvaluation of streambed scour at bridges over tidal waterways in Alaska
The potential for streambed scour was evaluated at 41 bridges that cross tidal waterways in Alaska. These bridges are subject to several coastal and riverine processes that have the potential, individually or in combination, to induce streambed scour or to damage the structure or adjacent channel. The proximity of a bridge to the ocean and water-surface elevation and velocity data collected over aAuthorsJeffrey S. Conaway, Paul V. SchauerStreamflow and streambed scour in 2010 at bridge 339, Copper River, Alaska
The Copper River Highway traverses a dynamic and complex network of braided and readily erodible channels that constitute the Copper River Delta, Alaska, by way of 11 bridges. Over the past decade, several of these bridges and the highway have sustained serious damage from both high and low flows and channel instability. This investigation studying the impact of channel migration on the highway inAuthorsJeffrey S. Conaway, Timothy P. BrabetsApplication of the multi-dimensional surface water modeling system at Bridge 339, Copper River Highway, Alaska
The Copper River Basin, the sixth largest watershed in Alaska, drains an area of 24,200 square miles. This large, glacier-fed river flows across a wide alluvial fan before it enters the Gulf of Alaska. Bridges along the Copper River Highway, which traverses the alluvial fan, have been impacted by channel migration. Due to a major channel change in 2001, Bridge 339 at Mile 36 of the highway has undAuthorsTimothy P. Brabets, Jeffrey S. ConawayGeomorphology and river dynamics of the lower Copper River, Alaska
Located in south-central Alaska, the Copper River drains an area of more than 24,000 square miles. The average annual flow of the river near its mouth is 63,600 cubic feet per second, but is highly variable between winter and summer. In the winter, flow averages approximately 11,700 cubic feet per second, and in the summer, due to snowmelt, rainfall, and glacial melt, flow averages approximately 1AuthorsTimothy P. Brabets, Jeffrey S. ConawayHydraulic survey and scour assessment of Bridge 524, Tanana River at Big Delta, Alaska
Bathymetric and hydraulic data were collected August 26–28, 1996, on the Tanana River at Big Delta, Alaska, at the Richardson Highway bridge and Trans-Alaska Pipeline crossing. Erosion along the right (north) bank of the river between the bridge and the pipeline crossing prompted the data collection. A water-surface profile hydraulic model for the 100- and 500-year recurrence-interval floods was dAuthorsThomas A. Heinrichs, Dustin E. Langley, Robert L. Burrows, Jeffrey S. ConawayModeling surface-water flow and sediment mobility with the Multi-Dimensional Surface-Water Modeling System (MD_SWMS)
The Multi-Dimensional Surface-Water Modeling System (MD_SWMS) is a Graphical User Interface for surface-water flow and sediment-transport models. The capabilities of MD_SWMS for developing models include: importing raw topography and other ancillary data; building the numerical grid and defining initial and boundary conditions; running simulations; visualizing results; and comparing results with mAuthorsRichard McDonald, Jonathan Nelson, Paul Kinzel, Jeffrey S. ConawayCalculation of scour depth at the Parks Highway Bridge on the Tanana River at Nenana, Alaska, using one- and two-dimensional hydraulic models
No abstract available.AuthorsDustin E. LangleyDevelopment and Calibration of Two-Dimensional Hydrodynamic Model of the Tanana River near Tok, Alaska
Bathymetric and hydraulic data were collected by the U.S. Geological Survey on the Tanana River in proximity to Alaska Department of Transportation and Public Facilities' bridge number 505 at mile 80.5 of the Alaska Highway. Data were collected from August 7-9, 2002, over an approximate 5,000- foot reach of the river. These data were combined with topographic data provided by Alaska Department ofAuthorsJeffrey S. Conaway, Edward H. Moran - Partners
Below are partners associated with this project.