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When approaching solid waste analysis and minimization, there is an accepted hierarchy, or order of solution approaches, that should be deployed when analyzing an organization s waste streams. This hierarchy is given before a discussion of de nitions of solid waste management terms because it makes the de nitions more meaningful and easier to understand. This hierarchy has been de ned in the Pollution Prevention Act of 1990 as follows:

Alter Procedure prConvertTempTbl -- Convert information from Temporary table to a single varchar @chvResult varchar(8000) output As set nocount on declare @intCountItems int, @intCounter int, @chvItem varchar(255), @insLenItem smallint, @insLenResult smallint -- set loop select @intCountItems = Count(*), @intCounter = 1, @chvResult = '' from #List -- loop through list of items while @intCounter <= @intCountItems begin -- get one property select @chvItem = Item from #List where Id = @intCounter -- check will new string fit select @insLenItem = DATALENGTH(@chvItem), @insLenResult = DATALENGTH(@chvResult) if @insLenResult + @insLenItem > 8000 begin print 'List is too long (over 8000 characters)!' return 1 end -- assemble list set @chvResult = @chvResult + @chvItem

Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

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You can execute this example from Query Analyzer, as shown in Figure 10-5. You may ask when is this kind of solution justified and are these stored procedures coupled It is true that neither of these stored procedures can function without the other. If we have other stored procedures that also use prConvertTempTbl, I would consider this solution justified.

31.3.3 Continuous Systems Engineering structures, in general, have distributed mass and elasticity. Such structures can be treated as multidegree-of-freedom systems by lumping their masses at certain locations and connecting them by representative spring elements. However, it is necessary to consider several such lumped masses and springs to get sufficiently accurate values for the natural frequencies. If only the fundamental natural frequency or the first few natural frequencies are of interest, it is convenient to use some approximate methods based on energy formulations discussed here. Rayleigh Method. This method can give the natural frequency of a structure of any specific mode of vibration. A deflection shape satisfying the geometric boundary conditions has to be assumed initially. If the natural frequency of the fundamental mode of vibration is of interest, then a good approximation would be the static deflection shape. For a harmonic motion, the maximum kinetic energy of a structure can be written in the form Tmax = 2 C1 (31.79)

The Congress hereby declares it to be national policy of the United States that pollution should be prevented or reduced at the source whenever feasible; pollution that cannot be prevented should be recycled in an environmentally safe manner, whenever feasible; pollution that cannot be prevented or recycled should be treated in an environmentally safe manner whenever feasible; and disposal or release into the environment should be employed only as a last resort and should be conducted in an environmentally safe manner

Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

Figure 10-5.

where C1 depends on the assumed deflection shape. The maximum potential energy is of the form Umax = C2 (31.80)

1 2 3 4 5 6 7

Neglecting damping, we see that the maximum kinetic energy must be equal to the maximum potential energy. Hence, the natural frequency is 2 = C2 C1 (31.81)

10:

This estimate will always be higher than the true natural frequency. Example 3. Determine the fundamental natural frequency of a uniform cantilever beam of length L supporting a disk of mass M and diametral mass moment of inertia Id, as shown in Fig. 31.23. The modulus of elasticity of the beam material is E, the mass moment of inertia of the cross section is I, and the mass per unit length of the beam is m.

Source reduction In-process recycling On-site recycling Off-site recycling Waste treatment to render the waste less hazardous Secure disposal Direct release to the environment

Similar solutions can be implemented using cursors. Cursors are also visible and accessible from nested stored procedures. The following example also consists of two stored procedures. The first is business-oriented and creates a cursor with properties associated with specified inventory.

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