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In order to eliminate this error, the second subhologram is designed with e1 m; n =l1 as the desired image. Since the Fourier transform is a linear operation, the total reconstruction due to both subholograms is simply the sum of the two individual reconstructions. If the second subhologram was perfect and its scaling factor matched l1 , the sum of the two reconstructed images would produce f m; n . However, as with the rst subhologram, there will be error. So, the third subhologram serves to reduce the left over error from the rst two subholograms. Therefore, each subhologram is designed to reduce the error between the desired image and the sum of the reconstructed images of all the previous blocks. This procedure is repeated until each subhologram has been designed. Each subhologram is generated suboptimally by the POCS algorithm (other methods can also be used). However, the total CGH may not yet reach the optimal result even after all the subholograms are utilized once. To overcome this problem, the method is generalized to the IIT. The IIT is an iterative version of the IT method, which is designed to achieve the minimum MSE [Ersoy, Zhuang and Brede, 1992]. The reconstruction image of the ith subhologram at the jth iteration will be written as hji m; n . After each subhologram has been designed using the IT method, the reconstruction due to the entire hologram hf m; n has a nal error ef m; n . To apply the iterative interlacing technique, a new sweep through the subholograms is generated. In the new sweep,



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This formula also has a limitation: It will return an error if the Data range contains one or more non-numeric cells.

Operations run an enterprise system once it is deployed. These are the system administrators, database administrators, network engineers, and other people that must install the system and its components and keep it all working with everything else in the enterprise. Sometimes, it is easy for a developer to forget about the costs associated with the installation, configuration, and maintenance of a program, but there are cases where a little foresight on the developer s part can significantly reduce costs and problems associated with installing and operating the software.





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A recent trend is to use very small aperture terminals (VSATs) to provide low bit rate data or a message service using a packet mode for business communications to a very large number of remote locations. These VSATs are linked through a master station in a star network configuration and are generally unattended. The master station, apart from handling traffic to and from VSATs, provides automatic monitoring and fault analysis, statistical information on traffic, accounting and billing. VSAT parameters monitored periodically include transmit frequency offset, transmit gain and power output, receive gain, temperatures of upconverter and low noise converter assemblies and power supply voltages, etc. Some of the parameters like transmit frequency offset and data packet formats can also be set on command from the master station. If any VSAT goes off-line, the master station automatically tries to bring it on-line through repeated acquisition attempts. If these attempts fail, the system prompts the operator at the network operation and control centre with audio and visual alarms. The operator can then initiate simple step by step diagnostic procedures to locate and take measures to rectify the problem. In case the terminal parameters deviate beyond specified limits, it is possible to switch off the RF power of the terminal from the master station. A network processor at the master station maintains records of number of packets received and sent, number of retransmissions and bit errors.

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where dj (u) = (1/j !) (u)H j (u) and ak is de ned by (10.30). We have similar results, replacing ak by bk or ck , for the number Du (X, [0, T ]) of down-crossings and for the total number of crossings Nu (X, [0, T ]).

characteristic is inversely proportional to the pumping head, as in any conventional system of water pumping. For a surface pump, a performance curve such as that shown in Figure 6.15 may be used. An example is illustrated of a hydropump reaching a ow level of 5.7 L/min for 14 m of water column (MWC) for typical days of 1000 W/m2 radiation (i.e., noonday sun). Therefore, the maximum suction head should not exceed 1.5 m. The solar surface water pumping system is usually a solar photovoltaic system, with an energy-ef cient dc surface centrifugal pump coupled with about a 1-kW PV panel array. This system is typically used to provide potable water, water for crop irrigation, and water for livestock. For the example shown in Figure 6.16, the connection of a surface pump to solar modules is very simple. Submersible pumps manufactured from stainless steel and bronze with external diameters of up to 100 mm (see Figure 6.17) can be used. The ow is also inversely proportional to the pumping heads. For instance, in Figure 6.18, for a ow of 125 L/h (2.08 L/min), a head of 32 m of water column can be reached. For higher ef ciency with solar panels, a current ampli er should be used.

world and object frames. In particular, many single-body three-dimensional transforms (Fig. 2.10) can be represented by a 4 4 homography Tw,o: x w = Tw,o x o (2.29)

9:4-16

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