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Local operations provided for that sequence would then be used to visit the elements of that sequence If we were to obtain the 1,000 elements in batches of 100 each, the overhead would be 10 remote invocations plus 1,000 local calls to obtain the elements from the sequence We can assume that the size of an object reference is somewhere below 500 bytes so that the overall size of the returned list will be less than 64KB Transmitting this amount of data does not considerably increase the overall time of the request Thus the performance of this approach requires 10 500 1000 025 5250 microseconds H ence, the performance of this design will be 100 times better than the naive solution we discussed above..

X11 is not the only protocol that can be tunneled over SSH. You can forward any TCP port with SSH. This is a great way to configure secure tunnels quickly and easily. No configuration is required on the server side. For example, myserver is a print server with the CUPS printing service s web-based user interface enabled (running on port 631). That GUI is only accessible from the local machine. On my client PC, I tunnel to that service using ssh with the following options:

Table 9-2

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Dealing with Anger Comment: Response: You re not going to get away with this! This is unfair! I m sorry you feel that way, but I want to reemphasize that we are committed to helping you find new employment as quickly as possible. Regardless of your feelings now, I strongly urge you to focus on your future and your need to transition to new employment. If you feel your layoff is illegal, rather than merely unfair, you should contact X at (phone number) immediately and explain why you feel your layoff is illegal. I want to talk with your boss! You are free, of course, to make an appointment to see Ms. X, but please bear in mind that Ms. X is fully aware of this decision and supports it.

Z stands to lose as much as $10 million if XYZ Inc. defaults. Financial Institution Z could reduce this by changing the payment form of the credit default swap from physical settlement to a digital payment. The credit default swap illustrated in Panel C of Exhibit 6.10 has a maturity that is four years less than that of the reference bonds (as was the case with the transaction in Panel B), but this time the default payment is simply 10% of the notional amount of the credit default swap. That is, if XYZ Inc. defaults, Financial Institution Z will make a lump-sum payment of $2 million to its counterparty. With this change in structure Financial Institution Z s premium income would fall to 35 basis points per annum on the $20 million notional (i.e., $70,000 per year).

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face of the oodplain The more limited karst landforms in the lower basin are attributable to the thick sands that overlie the carbonate basement and mask its dissolution However, peripheral areas of the oodplain include small shallow depressions that may be manifestations of subsurface sinkholes Although these are not evident in the more central portions of the oodplain, they may be hidden by the peat and muck deposits that mantle these areas Most of the oodplain is very at, with a lateral elevation gradient of about 2 m from the river channel to the surrounding uplands The transition between the oodplain and the uplands is distinct and typically occurs over 100 to 150 m with 2 to 3 m of relief The hydrodynamics of the Kissimmee River were typical of subtropical rivers, with peak ows most commonly occurring at the end of the summer-fall rainy season.

A good strategy I recommend is to spend a few minutes on your desktop computer finding a couple of good mobile-ready websites that cover the information categories you care most about and pre-load your BlackBerry Internet Browser with bookmarks for those sites. Later when you have only your BlackBerry to depend on, you ll be glad you did!

Mean annual rainfall for the basin is 124 cm yr-1, with 60 percent of the annual precipitation occurring between June and September Mean annual oods had discharges of 92 m3 sec-1 with a return period of 31 years at the gauging station (Figure 6-1) below Lake Kissimmee (river km 3) and 199 m3 sec-1 with a return period of 27 yr at the gauging station just upstream of Lake Okeechobee (river km 127) The Kissimmee s unimodal ood pulse re ected the seasonal precipitation pattern and typically peaked in October (Figure 6-2) The retention, distribution, and discharge of surface water were largely controlled by geomorphic features About 60 percent of the average annual discharge was contributed by the upper basin, where the absence of a welldeveloped uvial drainage network led to prolonged oodwater retention times.

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