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                          In the late 1970's the energy crisis reached a peak. 
                          In the years since the oil crisis, many industries who 
                          utilize electric power, such as refinery and petrochemical 
                          have started to study for the energy saving. The field 
                          of cooling tower was not excepting. To minimize investment 
                          cost and realize improved cooling tower operational 
                          economy (with minimal loss to production) the designer 
                          should evaluate the effect of cooling tower size and 
                          performance on plant output. To do this, the impact 
                          of the design point on tower size and the effect that 
                          the many possible modes of tower operation have on cold 
                          water temperature must be more completely understood. 
                        With today's trend towards 
                          minimum energy use firmly established, it is necessary 
                          for cooling tower users to continuously reassess both 
                          the operational requirements and the design point parameters 
                          given to potential equipment suppliers. This is quite 
                          essential to insure the most economical tower operation 
                          over the life of the system. 
                        1) Cooling Tower Thermal 
                          Design Strategy 
                        Several parameters are used 
                          to develop the tower design. These are water flow rate, 
                          cooling range, and wet-bulb temperature. Of these only 
                          the wet-bulb temperature is not process related and 
                          therefore affords us some flexibility. Determining the 
                          impact the design wet-bulb temperature has on the size 
                          and power requirements of a cooling tower is critical 
                          to optimizing the cooling tower economics. For this 
                          reason, an example illustrating this effect will be 
                          discussed further. 
                        In the majority of applications, 
                          the design duty of an evaporative cooling tower is based 
                          upon an acceptable/required cold water return temperature, 
                          when operating under constant heat load, and local wet-bulb 
                          temperature conditions. If investment and operational 
                          costs were not a concern, the ideal design wet-bulb 
                          temperature would be equal to, or higher than, the highest 
                          local wet-bulb temperature recorded. In this way, the 
                          returned water temperature would never be higher than 
                          the acceptable/required cold water temperature. 
                        Unfortunately, this design 
                          methodology can lead to large, power intensive cooling 
                          towers which are rather expensive. Instead, the design 
                          wet-bulb temperature chosen is usually a compromise 
                          between operational requirements and capital cost. In 
                          order to reduce the tower's size, or power requirements, 
                          and therefore the cost of the tower, the specifier normally 
                          chooses a wet-bulb temperature which is not expected 
                          to be exceeded for more than a small percentage of the 
                          time in any given year. in effect, the actual wet-bulb 
                          temperature used for design then, is lower than the 
                          ideal wet-bulb temperature. The acceptable/required 
                          cold water temperature returned by the tower will be 
                          achieved at this new lower design wet-bulb temperature. 
                        A value of 2.5 or even 5% 
                          of the total yearly operating hours is normally the 
                          amount of time acceptable/required cold water temperature 
                          is permitted to be exceeded. Actually, the value used 
                          should depend upon the process, and the effect cold 
                          water temperature have on the process. in some cases, 
                          values of 1-1/2 or even 1% are used. 
                        Below figure is a typical 
                          wet-bulb temperature cumulative frequency diagram. it 
                          has the classic "5" shape and with it we can 
                          determine what percent of the year the cooling tower 
                          can be expected to experience a particular wet-bulb 
                          temperature. For this case, it can be seen that the 
                          design wet-bulb temperature would be exceeded 0.5 percent 
                          of the year, i.e., about 58 hours. For such a tower 
                          the plan area would be about 4,608 square feet (this 
                          size, of course, is dependent upon the manufacturer's 
                          design, fill and fill air velocity). In this example, 
                          we will assume that the fill, fill air velocity, water 
                          flow rate and cooling ranges are kept constant. 
                        The percentage of time the 
                          ideal wet-bulb temperature can be exceeded. As a general 
                          rule, as the percentage of time exceeding the ideal 
                          wet-bulb temperature is increased, the plan area of 
                          the tower decrease. Thus the total evaluated cost (i.e., 
                          initial investment plus operational costs) to the user 
                          is decreased. However, it must be pointed out that since 
                          the tower's cooling capacity is reduced, the plant's 
                          output is also correspondingly reduced. If taken to 
                          the extreme this will have severe production impact. 
                          Conversely, as the number of hours is reduced, the tower 
                          size and power requirements increases. Obviously, so 
                          does the investment and operational costs, but the yearly 
                          production of the plant also increases. (This is the 
                          basis for an optimization process, since as the percentage 
                          of time increases, the average yearly production of 
                          the plant will decrease.) 
                        Inlet (hot) water temperature: 
                          113oF (45oC) 
                          Outlet (cold) water temperature: 89.6o (32oC) 
                          Wet-bulb temperature: 82.4o (27oC) 
                          Water flow rate: 63,842 GPM (14,500 M3/hr) 
                          Tower Size: 42' x 42' x 6 cells 
                          
                        Clearly, then, when choosing 
                          the design point the specifier must be cognizant of 
                          the effect the cooling tower design point has on plant 
                          operation. The design point should be chosen such that 
                          it yields a cooling tower which provides the minimum 
                          cooling capacity which does not produce a severe adverse 
                          effect upon plant performance. Thus, the careful consideration 
                          of the design parameters is essential as a basis for 
                          cooling tower operating economy and operating efficiency. 
                        2) Component Design 
                        Till now the economy was 
                          discussed for only the thermal design side of cooling 
                          tower. Let me discuss on energy evaluation for mechanical 
                          counter flow type of cooling tower further. Fans, cylinders, 
                          drift eliminators, fill and water/air distribution systems 
                          are the components most subjected to the punishment 
                          of the cooling tower environment and are therefore the 
                          most commonly replaced. Since a cooling tower is an 
                          air and water management device, those components which 
                          are subject to the maximum wear and tear fortunately 
                          also afford the greatest potential for improvement by 
                          applying state of the art technology. For the fans and 
                          cylinders were previously discussed. So, these shall 
                          not be described in this section. 
                        (1) Fill: Counter flow tower 
                          design and operating experience has been accumulated 
                          for over 60 years. The earliest and most common designs 
                          until recently utilized splash type fills. The advent 
                          of high power evaluations, beginning in the mid-1970's, 
                          led to a predominance of film type counter flow designs 
                          using relatively low cost PVC materials. The new film 
                          type designs provide energy savings both in fan power 
                          and pump head through the high surface areas per cubic 
                          feet of fill. This "surface density" coupled 
                          with its low cost gives film type counter flow fill 
                          an overall effectiveness such that it has become an 
                          industry standard. 
                        The component most likely 
                          to provide improvement in tower performance is the fill 
                          packing. In some cases, merely replacing the filling 
                          ¡°in kind¡± can be the most cost-effective approach. If 
                          the fill is in poor condition, bringing the tower back 
                          to its original performance has an immediate, beneficial 
                          impact on the operation of the plant. In most cases, 
                          however, the owner should look at the high performance 
                          splash and film fills that are available today. High 
                          performance plastic fills, when properly installed, 
                          offer the opportunity of improving the performance of 
                          tower while at the same time providing a material that 
                          is generally impervious to rot and chemical attack. 
                        At typical cooling tower 
                          thermal duties, the capacity of a given tower can usually 
                          be improved several percent by replacing wood lath fills 
                          with modern, high performance splash designs. Care must 
                          be exercised when replacing fills. Any new fill will 
                          likely have a pressure drop characteristic different 
                          from the original equipment. The system designer and 
                          tower owner must be aware of this and analyze the impact 
                          a pressure drop change may have on the system as a whole. 
                          High density splash fill is very efficient thermally; 
                          but at constant horsepower, the air rate through the 
                          tower reduces due to an increase in static pressure. 
                          Normally the increased thermal efficiency more than 
                          compensates for the reduction in air rate, but the fan 
                          system must be checked to assure that it is capable 
                          of moving the required air volume through the fill section 
                          without stalling. A fan operating in a stall condition 
                          is noisy, will not operate efficiency, and will not 
                          move the required amount of air through the fill. 
                        Conversely, some low pressure 
                          drop splash fills, such as those that operate parallel 
                          to airflow, must be investigated to assure that drift 
                          problems do not occur. Due to the splash bar orientation 
                          with respect to the tower air stream, less turbulence 
                          is generated, reducing the thermal efficiency of the 
                          packing. This effect needs to be overcome by increased 
                          airflow through the tower. Fortunately, the reduction 
                          in turbulence and in the projected area of the splash 
                          bar reduces the operating pressure drop. At constant 
                          horsepower, the resulting increase in airflow normally 
                          compensates for the reduction in efficiency. The additional 
                          airflow required, however, may increase the tower drift 
                          rate. The designer must be aware of this and assure 
                          that upgrading the fill performance does not generate 
                          an objectionable drift rate. 
                        PVC films are much more thermally 
                          efficient than splash fills due to the tremendous water 
                          surface that they expose to the air stream. As with 
                          the high density film fills impose high pressure losses 
                          on the air moving system. Additionally, film fills must 
                          be provided with very precise water distribution to 
                          assure full thermal performance. Unlike splash fills, 
                          which tend to allow water redistribution and are somewhat 
                          forgiving to marginal distribution systems, film fill 
                          does not allow redistribution and is intolerant of poor 
                          initial distribution. It is obvious that circulating 
                          water cannot migrate across or through film fill sheets, 
                          and research shows very little tendency for water to 
                          migrate parallel to the fill sheets. Note that the small 
                          stream of water applied at the top of the pack has expanded 
                          only slightly by the time it reaches the bottom of the 
                          fill. The practical implication of this is that unless 
                          the circulating water is uniformly distributed over 
                          the entire fill plan area, actual performance levels 
                          may be much less than anticipated by the owner or fill 
                          maker. 
                        While film fill is extremely 
                          efficient thermally, extreme care must be taken in its 
                          application. Film fill is much more sensitive to fouling 
                          than splash fill, and for this reason, is normally not 
                          applied in systems where heat exchanger leaks, suspended 
                          solids or biological conditions in the circulating water 
                          indicate fouling potential. The purchaser and fill manufacturer 
                          must communicate early in the fill selection process 
                          to confirm water conditions and clogging potentials. 
                        (2) Drift Eliminators: The 
                          design o drift eliminators has undergone tremendous 
                          improvement in the last decade. Concern about the discharge 
                          of cooling tower drift has prompted new eliminator designs 
                          that now routinely achieve elimination rates several 
                          orders of magnitude lower than those available only 
                          10 years ago. Some new eliminator configurations accomplish 
                          this improvement while actually reducing eliminator 
                          pressure losses - affording the owner an additional 
                          opportunity to achieve operating horsepower savings. 
                        The basic concept of eliminator 
                          design is rather simple. A cooling tower drift eliminator 
                          is a low pressure, momentum filter. Components are arranged 
                          to force the air leaving the fill section to make a 
                          series of directional changes. Water droplets, which 
                          cannot negotiate these turns, impinge on the surface 
                          of the eliminator, from which they are collected and 
                          drained back into the wet side of the tower. The designer's 
                          goal is to provide the maximum drift elimination at 
                          reasonable cost and minimum pressure loss. 
                        The state of the art in eliminator 
                          design is the modern cellular configuration. Cellular 
                          eliminators are typically constructed of PVC sheets 
                          vacuum formed into very precise, compound shapes, with 
                          an integral honeycomb strength. The compound shape allows 
                          significant improvements in drift eliminations and the 
                          use of cellular structure appreciably reduces the pressure 
                          losses through the eliminator when compared to either 
                          the wood lath or wave form eliminators. The net free 
                          are of well-designed, modern cellular eliminators is 
                          in excess of 95%. 
                        As with all other tower components, 
                          the design of the drift eliminator has an impact on 
                          the rest of the system. Very subtle changes in the drift 
                          eliminator can have a significant impact on the fan 
                          system. For instance, the last "pass" in the 
                          drift eliminator must direct the air upward toward the 
                          fan. If this step is not taken or is taken improperly, 
                          increased fan plenum losses will occur which could reduce 
                          tower performance by as much as 10%. 
                        (3) Water Distribution: The 
                          distribution of water to the top of counter flow fill 
                          is a key aspect of assured performance. It is a function 
                          of nozzle design, nozzle installation pattern, spray 
                          chamber height, and the structural cleanliness of the 
                          spray chamber. The impact of water distribution on performance 
                          is a combination of uniformity of water distribution, 
                          air-side pressure drop through the spray chamber, and 
                          heat transfer occurring in the spray zone. 
                        The challenge for a spray 
                          system designer is to accomplish an optimum balance 
                          of design parameters with practical considerations such 
                          as resistance to silt build-up, and the ability to pass 
                          objects from trash to Amertap balls. 
                        To provide the primary function 
                          of precise water distribution, the nozzle must be designed 
                          with other considerations in mind: 
                        
                          - The location of counter 
                            flow nozzles and the potential for poor quality circulating 
                            water demands that the nozzle system be designed to 
                            minimize fouling. While small diameter, high pressure 
                            nozzles or nozzles with internal turbulators simplify 
                            the distribution function, they also greatly increase 
                            the risk of fouling which increases the owner's maintenance 
                            costs. Minimum clearance inside an industrial counter 
                            flow nozzle should be at least 1-1/4" to avoid 
                            the risk of plugging.
 
                          - The nozzle must be capable 
                            of proving uniform distribution over a wide range 
                            of flows, without significant loss in nozzle performance.
 
                          - The nozzle must be capable 
                            of efficient operation while consuming a minimum of 
                            expensive pump energy.
 
                           
                         
                        To be continued. 
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