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Let E denote the total energy budget of a sensor. Since the sensors in A1 must have suf cient energy to handle their routing duties, by using equation (4.12) we can write ! N a 2 c r1 2 , E rp r1 Recalling that in our working model there is a one-to-one correspondence between tasks and sector-to-sink paths, this inequality can be written in its equivalent form ! T a 2 c r 2 ,E rp 1 r1 4.9.1 Reasoning About the System Parameters (4:13)



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Click the Next button, located near the lower-right corner of this window. A calendar appears. In it, click on a day when your computer was working properly, then click the Next button . To con rm your choice, click Next. The System Restore process begins. Moments later, your computer automatically restarts itself. When it boots up, follow the on-screen instructions. To make it easier to access System Restore the next time you need it, you can pin it to your Start menu (but only if your Start menu is in XP mode rather than classic mode), like this: a. Follow Steps 1 through 4 in this procedure to access the System Tools folder. b. This time, right-click System Restore and select Pin to Start Menu. c. A shortcut to System Restore is placed on your Start menu. From now on, whenever you need to restore your computer to an earlier time, simply click the Start button and then click System Restore.





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Excel 2002 requires an extra step, because the preceding commands display the New Workbook toolbar. From the toolbar, you can choose a source for the template, including templates that you can download from Microsoft s Web site. Clicking the New toolbar button or pressing Ctrl+N does not enable you to select a template. Rather, a default workbook is created.

what level of demand can be reliably met by the spring (bearing in mind the possible need to leave residual surface out ows to sustain streams or ponds of amenity or ecological value) 732 Boreholes, wells, and well elds To the novice hydrogeologist, the plethora of names which are applied to vertical holes accessing the water table can be bewildering Albeit English has now become the global lingua franca of science and engineering, there is still little consistency in such terminology from one place to another Table 75 presents a concise summary of the terms most likely to be encountered in practice The drilling, completion, and development of water wells has already been described in Section 331 Figure 38 illustrates the typical arrangements within a modern pumping well.

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We now need to consider the capability of adequately equipped water wells to meet demands for water from the agricultural, industrial, and domestic sectors The assessment of the potential yield obtainable from the aquifer entails the quanti cation of aquifer transmissivity (T) and storativity (S) (see Section 34), and the assessment of the possible hydrological consequences of pumping from one or more wells (as discussed in Sections 721 and 724) For any one well, we can use T and S to directly calculate the anticipated drawdown for a given pumping rate (sustained over a speci ed period of time) In reality these predictions always yield smaller estimates of drawdown than are experienced in reality In other words, our wells are never 100% ef cient: ie.

There are some other command bar functions we have not yet covered. These remaining functions provide functionality for such things as showing or hiding command bars, determining if a command bar is visible, and so on. The remaining functions are pretty self-explanatory. They are listed in Table 4.5. Table 4.5 Miscellaneous Command Bar Control Functions FUNCTION CommandBar_Destroy CommandBar_DrawMenuBar CommandBar_GetMenu CommandBar_Height CommandBar_IsVisible CommandBar_Show MEANING Destroys the specified command bar without destroying the parent window. Used to redraw or reposition the menu in the specified command bar. Retrieves the menu handle (HMENU) of the specified command bar menu. Gets the height of the specified command bar. Determines if the specified command bar is visible or not. Shows or hides the specified command bar.

the well yield for a given drawdown never equals 100% of the rate we would predict using the T and S values for the aquifer at that point In fact, a properly designed and commissioned well can only be expected to have an ef ciency of the order of 60 70% The difference between predicted and observed water levels is attributable to two factors: inadequate well engineering and turbulent up ow head losses Examples of poor engineering would include screening the well in an inappropriate interval, tting the well with an.

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