Ice jam



Ice jams occur when a topographic feature of the river causes floating river ice to accumulate and impede further progress downstream with the river current. Ice jams can significantly reduce the flow of a river and cause upstream flooding—sometimes called ice dams. Ice jam flooding can also occur downstream when the jam releases in an outburst flood. In either case, flooding can cause damage to structures on shore.

Overview


An ice blockage on a river is usually called an ice jam, but sometimes an ice dam. An ice jam is an obstruction on a river formed by blocks of ice. Defined by the International Association of Hydraulic Research (IAHR) Working Group on River Ice Hydraulics an ice jam is a "stationary accumulation of fragmented ice or frazil that restricts flow" on a river or stream. The jam may effectively create a dam with an accumulation of anchor ice on the bottom of the river. On rivers the obstruction may be a change of width, structure, bend or decrease in gradient.

Ice jam floods are less predictable and potentially more destructive than open-water flooding and can produce much deeper and faster flooding. Ice jam floods also may occur during freezing weather, and may leave large pieces of ice behind, but they are much more localized than open-water floods. Ice jams also damage an economy by causing river-side industrial facilities such as hydro-electric generating stations to shut down and to interfere with ship transport. The United States averages 125 million dollars in losses to ice jams per year.

Mechanisms
Ice jams on rivers usually occur in the springtime as the river ice begins to break up, but may also occur in early winter during freeze-up. The break-up process is described in three phases: pre-break-up, break-up and final drive. Pre-break-up usually begins with increased springtime river flow, water level, and temperatures fracturing the river ice and separating it from the shore. Changes in river height from dam releases may also affect the pre-break-up. During the break-up, the ice in areas of rapids is carried downstream as an ice floe and may jam on still frozen sections of ice on calm water or against structures in the river such as the Honeymoon Bridge, destroyed in 1938 by an ice jam. Smaller jams may dislodge, flow downstream and form a larger jam. During the final drive, a large jam will dislodge and take out the remaining jams, clearing the river of ice in a matter of hours. Ice jams usually occur in spring, but they can happen as winter sets in when the downstream part becomes frozen first. Freeze-up jams may be larger because the ice is stronger and temperatures are continuing to cool unlike a spring break-up when the environment is warming, but are less likely to suddenly release water.

Three types of natural ice jams can occur:
 * 1) a surface jam, a single layer of ice in a floe on calm water;
 * 2) a narrow-channel or wide-channel jam; and
 * 3) a hanging jam, the accumulation of river ice at slow current areas which only occur during freeze-up.

Ice jams also occur at sharp bends in the river, at human-constructed objects such as bridge piers, and at confluences.

Javes
A jave is a wave generated in a river as an ice jam breaks up and releases the water that accumulated behind it. This happens when the hydrodynamic forces upstream of the jam are sufficient to overcome either or both the jam's internal strength and the forces that are maintaining it in place. These events may induce a rise in water level in the range of decimeters per minute, with celerities of 2–10 meters per second and an increase in discharge by a factor of 2.75. The release of larger jams leads to an ice run, i.e. the downstream flow of a mixture of ice plates and rubble at a velocity that is higher than the normal river flow. As it travels downstream, the jave decreases in height and slows down because of frictional effects (against the river bed and shorelines) as well as those related with the slope of the river bed. The wave front, or leading edge, also known as 'dynamic forerunner', then flattens. Minutes to weeks can go by before breaking. Release mechanisms include mobilization of the ice cover downstream which was maintaining the jam in place, the formation of an open lead immediately downstream of it, and increasing discharge. Several known thresholds (water levels, discharge, discharge rate, side resistance, boundary constraints and flexural criterion) may provide an indication of when such a break-up can occur.

Occurrences and consequences
In the northern hemisphere, northerly flowing rivers tend to have more ice jams because the upper, more southerly reaches thaw first and the ice gets carried downstream into the still-frozen northerly part. There are three physical hazards of ice jams. The ice floe can form a dam that floods the areas upstream of the jam. This occurred during the 2009 Red River Flood and the 2009 Alaska floods. The second type of hazard occurs as the ice jam breaks apart, and a sudden surge of water breaks through flooding areas downstream of the jam. Such a surge occurred on the St. Lawrence River in 1848. The third hazard is that the ice buildup and final drive may damage structures in or near the river and boats in the river.

Ice jams may scour the river bed, causing damage or benefit to wildlife habitats and possibly damage to structures in the river.

Ice jam flood risk
Establishing ice jam flood risk involves the following steps:

Description of Ice Jam Formation
Understanding the formation of ice jams on rivers is crucial. Historical data on the co-location of ice jam formations is also useful.

Flood Hazard Mapping
This involves creating profiles of the area, including agent profiles and water levels along the river. The goal is to produce a risk map for the study area.

Risk Calculation
Risk is calculated by combining hazard and vulnerability. Hazard is usually associated with flood intensity, extent, depth, and probability. Vulnerability involves exposure and susceptibility of different types of residential and commercial buildings within the floodplain area or in between specification periods of floods.

Damage Assessment
Damage is assessed in terms of structural damage and content damage at different depths of flooding. A certain depth might have certain damages created for the exposure.

Software Tools
The process involves using software tools (possibly GIS) to add data layers, calculate flood depths, and extrapolate water levels for the transects to the downtown area. The water levels are obtained from a stochastic modelling framework for the water channel.

Prediction and mitigation
Early warnings of an ice jam include using trained observers to monitor break-up conditions and ice motion detectors.

The prevention of ice jams may be accomplished by
 * 1) weakening the ice before the break-up by cutting or drilling holes in the ice;
 * 2) weakening the ice by dusting it with a dark colored sand; or
 * 3) controlling the timing of the break-up using ice breakers, towboats, hovercraft, or amphibious excavators. However, the movement of migratory fish is known to be related to freeze-up and break-up, so affecting ice break-up may affect fish migration.

Where floods threaten human habitation, the blockage may be artificially cleared. Ice blasting using dynamite may be used, except in urban areas, as well as other mechanical means such as excavation equipment, or permanent measures such as ice control structures and flood control. Occasionally, military aircraft have been used to bomb ice jams with limited success as part of an effort to clear them.