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After the loop, the altRowAttributes() method is called to set up the alternate table rows. Counting from the row after the header row, every second row is given a CSS class of alt :

Adding a Layer Style............................................................................................................89 Adjusting Layer Style Options ............................................................................................91 Creating a Separate Layer from a Layer Style ......................................................................92 Creating a drop shadow ............................................................................................93 Adding a pattern overlay ..........................................................................................96 Creating a mask to give the lamp shade an inner glow ..............................................98 Summary ..........................................................................................................................102

The command and the help command do not require an FTP session to be established in order to run. If you type the command ftp, you initiate the FTP client. Once you have the FTP prompt, you can issue the help or command to see a list of FTP commands. You can also connect to the remote node using the open <destination name or IP address> command. Here is an example of both these commands, and the output:

In the middle of the computation domain, there is a well that is injecting water out at a rate of 25 m3 /day and the initial boundary condition is 755 m at the X direction and 0 at the Y direction With the water injection, the waterhead of the nodes around the well will increase which means our execution is actually experiencing changes in the application execution phase, which include the changes from phase 4 phase 3 phase 2, as shown in Figure 214 As we discussed in Section 2142, phase 3 is used to avoid abrupt change in spatial characteristics, therefore, it shall not occupy a lot of timesteps In this test case, phase 3 takes 100 timesteps to show perceptible waterhead change In real simulation, the timesteps for this phase can be set to 2 or 4.

Furthermore, because this phase is within a relative small interval around h , we can regard silt and sand have the same hydraulic conductivity in phase 3, therefore, we use 1:1 grid ratio in two materials As we discussed in Section 2142, upon the switch between phases 4, 3, and 2, the PARM approach chooses the grid size ratio of silt to sand as 3:4, 1:1, and 3:2, respectively, according to their physics property and the user requirement for the error tolerance at runtime We execute the code without PARM with nest grid size and with PARM approach will choose the optimal grid size for 03 day and record the simulation result at 100 t, 200 t, 300 t, 500 t, and 600 t with a timestep of 00005 day.

0 0 0 0 0 1

According to the physics properties, phase 4 is from t to 200 t, phase 3 is from 201 t to 300 t, and phase 2 is from 301 t to 600 t Phase 4 changed to phase 3 between timestep 200 t and 300 t By monitoring this change, PARM-based runtime optimization would rst help to halt the application execution, save all the current execution results, regenerate the node and element les, interpolate the values for the new grid, and then nally restart the computation with the new node and element les Figure 216 shows that with PARM, the execution time is reduced massively The reason is that with runtime physical information, PARM can adjust the spatial characteristics that provide the required accuracy but also reduce the computation needs.

FIGURE 1.4 Using a selection to isolate important information allows us to effectively evaluate the tones in an image because the histogram displays information only inside of the selection.

Without PARM and lack of runtime information, the nest grid resolution has to be applied that lead to waste of computation power on unnecessary subdomain On 32 processors, PARM saves 38% execution time compared with the nest grid..