Ice (EEMS12)

A robust ice sub-model is available in EEMS. Older versions of EFDC had relatively limited ice modeling ability. Ice formation and melt are currently simulated by EFDC+ using a coupled heat model and fully handled by EFDC+ Explorer.

Note that ice dynamics are not modeled at this stage. An ice dynamics sub-model would stimulate the constriction of the channel by ice and the resulting bed shear caused by the transport of ice chunks. An ice dynamics sub-model is being considered for a later release of the EE modeling system.

Ice options are now available under the Ice Computational Options frame. For all these options, ice is only enabled if the user is simulating temperature.

• Disable Ice Model

• External Ice Time Series (ISER & ICEMAP)

• Specified ON/OFF Ice Cover

• Heat Coupled Ice Model

• Heat Coupled Ice Model with Frazil Transport

The application and operation of each of these options are explained in the following sections.

Use External Ice Time Series (ISER & ICERMAP)

This option does not compute ice formation/melt, and it is not linked to the heat balance. This option simply requires the user to provide a fraction of ice coverage and thickness of ice for every cell using formats provided in Appendix B - Data Formats. The primary impact of the ISICE =1 option is on processes that occur at the air/water interface and has no direct impact on ice melt. For those cells where ice is present, the ice sub-model will:

• Limit water surface heat exchange and moderate the layer KC temperature to the specified ice temperature.

• Reduce or eliminate (based on the fraction of ice coverage) the re-aeration of oxygen into the water column.

• Reduce or eliminate the shear stress on the surface of the water due to winds.

• Reduce or eliminate the wind speed used for all other surface exchange processes.

For the option ISICE=1, EFDC uses the ISER.INP to read time and ice thickness for externally specified ice cover. However, the ice thickness is not actually used by EFDC. The time series of a flag (0 – off, 1 – on) in the ISER is interpolated between the earlier and later times to the current time.  If the flag is > 0.5 then ice is on, and if the flag is < 0.5, then ice is off. The ICEMAP.INP is used for the weighting coefficients of ice thickness in case more than one time series is given in the ISER.INP. ICEMAP with the NISER weightings (the number of ice series) when NISER>1 can be both read and written.

Use Specified ON/OFF Ice Cover

This option is effectively a global toggle so that ice may be turned on or off over the whole domain. The time series file that populates this option lists a date and toggle on and toggle off with the input file ISTAT.INP.

The input file ISTAT.INP file is the same as early versions of EFDC for the ICECOVER.INP, with a timestamp and a status of ice cover. The convention is quite similar to that of other time series. The header contains the number of data lines, and time conversion coefficients. The remaining block includes two columns: Julian time and the status of ice cover, either 0 or 1, off or on. The ice temperature and the ice thickness are stored in EFDC.INP file in C46A and only used for display purposes.

Appendix B shows the format for this file. EFDC reads the file and applies it in the same way as ICECOVER.INP. All the other computations are the same as those for ISICE=1, except the initialization is the whole model on or off rather than based on the ICEMAP.INP file. EFDC can also handle multiple ice series and weights based on different series like NISER.

Use Heat Coupled Ice Model

The Heat Coupled Ice Model applies mass conservation during ice growth/melt. Ice is always calculated in the heat coupled ice model, similar to CEQUAL-W2 model upon which the EFDC_DSI ice sub-model is based. This option is most recommended for model simulations of lakes and reservoirs with relatively thick layers. For rivers, this option and the frazil ice option are not fully representative. This is due to the small layer thickness in most river models. Generally, the layers used in rivers are too thin to produce ice. Even though ice crystals form, they are not thick enough to form an ice cover.

Currently, the ice sub-model in EFDC+ is only an ice cover model and not an ice and snow cover model. The snow cover would account for snow on top of the ice and is expected to be added for an upcoming release. The ice cover model allows light to be attenuated through the ice. The solar radiation absorption is accounted for in this process. To implement this in EFDC, routines such as CALQVS and CALHEAT were modified. CALPUV was also updated so that the bed heat is handled when the elevation is below the bottom of the cell.

Figure 4 shows the default values of the ice parameters that are required to simulate ice in EFDC+ model. A checkbox is provided for the Use Ryan Harleman Wind Function option if desired.

ICE.INP is the initial conditions file that is only needed for ISICE = 3 & 4. The format for this file is provided in Appendix B. Note that EFDC assumes the top of the ice is equal to the water surface elevation thereby allowing for higher flows in restricted depth.

Use Heat Coupled Ice Model with Frazil Ice Transport

When calculating ice formation in a river, if the air temperature is less than freezing temperature (a value that may be lower than zero in saltwater), generation of ice crystals takes place in the water. These crystals are called frazil flakes. As the frazil flakes are lighter than water, they float and cause "ice pans" which may then become "ice floes". As the frazil ice rises, it is necessary to input a rising velocity into EE to account for this.

In addition to the modification to the EFDC subroutines outlined for ISICE =3, a new routine, CALTRANICE, is created to simulate frazil ice as a concentration.

Visualization

Output from the ice sub-model can be displayed in a number of ways in EE. A 2D plan view of the ice thickness or temperature may be viewed by selecting 2DH View and then add layer Thermal/Ice | Ice Thickness. Figure 6 shows an example of frazil ice formation in a river in Alberta, Canada. Note that initially, ice forms on the river banks where depths are shallower and flow is lower.

The user can also visualize ice on the water column in the 2DV View tool. This displays a solid grey color as shown in Figure 7. The vertical exaggeration of the ice layer can be modified by RMC on Ice Thickness | Properties and change the Thickness Factor to show it more clearly as shown in Figure 8.