Long-Term Channel Processes 101

Changes upstream and downstream affect stability at the bridge crossing. Natural and man-made disturbances may result in changes in sediment load and flow dynamics resulting in adverse changes in the stream channel at the bridge crossing. These changes may include channel bank migration, aggradation, or degradation of the channel bed. During aggradation or degradation of a channel, the channel bed and thalweg tend to accrete or erode.

Channel stability, as characterized by channel migration and aggradation/degradation of the channel bed, is an important consideration in evaluating the potential scour at a bridge for two reasons. First, because aggradation and degradation influence the channel’s hydraulic properties and secondly, bank migration, thalweg shifting, and degradation may cause foundation undermining regardless of whether the bridge experiences the design event.

6.1.1.1 Channel Migration

Lateral channel migration is an important factor to consider when deciding on a bridge’s location Factors affecting lateral channel migration include stream geomorphology, bridge crossing location, flood characteristics, characteristics of the bed and bank material, and wash load (Richardson and Davis, 2001).

Techniques for addressing channel migration are found in the FHWA document HEC-20 (Legasse et al., 2001). These techniques generally include critical

examination/comparison of historical measurements/records combined with field observations to forecast future trends. Sources of historical records include bridge inspection records, historical maps, historical aerial photography, and historical surveys. In general, at bridges where the waterway exhibits a history of meandering, the

hydraulics engineer should consider assuming that the elevation of the thalweg could occur at any point within the bridge cross section, including along the floodplain. If this conservative approach is excessively costly, it may be more cost-effective to mitigate potential future meander by river training or armoring.

For comparison of historical aerial photographs, the FDOT Surveying and Mapping Office currently maintains an archive for historical aerial photography called the Florida Aerial Photography Archive Collection (APAC). It can be accessed via the Aerial Photography Look-Up System (APLUS) at:

http://www.dot.state.fl.us/surveyingandmapping/aerial_main.shtm . Additionally, the University of Florida maintains an online archive of historical aerial photography at: http://ufdc.ufl.edu/aerials/map. HEC-20 (Legasse et al., 2001) provides procedures for predicting and evaluating lateral channel migration through aerial photograph analysis in Chapter 6 of the document.

A special case of migration found in coastal zones is inlet migration. Inlets either migrate along the coast or remain fixed in one location. This is due to a complex

tides), open coast wave energy, and sediment supply. Although many of Florida’s inlets are improved through jetty construction and bank stabilization, several inlets, particularly along the southwest coast, are not. New bridge construction and evaluation of existing structures over unimproved inlets should include a thorough investigation of the

historical behavior of the inlet (through examination of historical aerial photographs and charts) to discern the migration trends to incorporate into the foundation

design/evaluation as well as design/evaluation of the abutment protection. Types of inlet behavior can include:

 Updrift migration  Downdrift migration

 Fluctuations in inlet width and depth

 Spit growth and breaching (resulting in oscillation of inlet location)

The analysis of coastal hydraulics for the design and evaluation of bridges over tidal inlets should be performed by a coastal engineer. References and aids in

design/evaluation include the USACE’s EM 1110-2-1810 Engineering and Design - Coastal Geology (1995) and EM 1110-2-1100 Coastal Engineering Manual (2006).

6.1.1.2 Aggradation/Degradation

Aggradation and degradation are related to the overall vertical stability of the bed. Long-term aggradation and degradation refers to the change in the bed elevation over time over an entire reach of the water body. Aggradation refers to the deposition of sediments eroded from the channel or watershed upstream of the bridge resulting in a gradual rise in bed elevation. Degradation refers to the gradual lowering of the bed elevation due to a deficit in sediment supply from upstream.

Given the potential influence of changes to the watershed to stability at a bridge

location, the hydraulic engineer must not only evaluate the current stability of the stream and watershed, but also evaluate potential future changes in the river system (within reason). Examples of this include incorporation of watershed management plans or known planned projects (bridge/culvert replacements, dams, planned dredging, etc.) into evaluation of the vertical stability at the bridge location. As such, it is important that the engineer perform the necessary data collection (including contacting local agencies) to become aware of such projects/plans and incorporate them appropriately into the analysis.

For information on aggradation/degradation in riverine environments, refer to FHWA’s HEC-18 and HEC-20. For more information refer to the U.S. Army Corps of Engineers’ Coastal Engineering Manual (2006).

For existing bridge locations, by far, the most common evaluation of a channel’s vertical stability is through examination of Bridge Inspection Reports. The reports (available upon request from the individual Districts) typically contain recent and historical

inspection survey information. These surveys (typically lead-line surveys at each pier location on both sides of the bridge) are an excellent source of data on long-term aggradation or degradation trends. Additionally, inspection reports from bridges crossing streams in the same area or region can also provide information on the

behavior of the overall waterway if information at a new location is unavailable. For new alignments, a review of historical aerial photographs is another method of channel stability analysis

Estimates of long-term vertical stability trends should be made over the lifetime (for new projects) or remaining lifetime (for evaluations of existing bridge or widening projects) of the subject bridge. If the result is degradation, the estimate at the end of the project life should be added to the total scour. If the result is aggradation, then documentation of the estimate should be made in the BHR. However, this estimate should not be included in the estimate of total scour. Rather, the current existing ground elevation should serve as the starting elevation for contraction and local scour.

As with channel migration, inlet stability is a special case of vertical stability. Examination of long-term trends through available historical information provides indicators of the inlet behavior over time. Additionally, inlet stability analyses can provide information on the evolutionary trends at the subject project. These analyses should be performed by a qualified coastal engineer. The references USACE’s EM 1110-2-1810 Engineering and Design - Coastal Geology (1995) and EM 1110-2-1100 Coastal Engineering Manual (2006) provide additional resources.