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	<title>Knovel Blog &#187; Engineering cases</title>
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		<title>How NASA and the private sector are joining forces for innovation</title>
		<link>http://www.knovelblogs.com/2015/07/29/how-nasa-and-the-private-sector-are-joining-forces-for-innovation/</link>
		<comments>http://www.knovelblogs.com/2015/07/29/how-nasa-and-the-private-sector-are-joining-forces-for-innovation/#comments</comments>
		<pubDate>Wed, 29 Jul 2015 07:25:05 +0000</pubDate>
		<dc:creator>Ken Klapproth</dc:creator>
				<category><![CDATA[Aerospace]]></category>
		<category><![CDATA[Hot Topics]]></category>
		<category><![CDATA[Mechanical Engineering]]></category>
		<category><![CDATA[Technology]]></category>
		<category><![CDATA[Aerospace innovation]]></category>
		<category><![CDATA[NASA]]></category>

		<guid isPermaLink="false">http://www.knovelblogs.com/?p=10687</guid>
		<description><![CDATA[NASA works on some of the most innovative projects in the world, but the increased commercialization of space travel is changing the dynamics of how we explore the final frontier. Interest in space exploration is rising from commercial stakeholders. Look hard enough, and you can even find wealthy people who are chartering space flights just for... <a class="moretag" href="http://www.knovelblogs.com/2015/07/29/how-nasa-and-the-private-sector-are-joining-forces-for-innovation/"> Continue Reading &#187; </a>]]></description>
			<content:encoded><![CDATA[<p>NASA works on some of the most innovative projects in the world, but the increased commercialization of space travel is changing the dynamics of how we explore the final frontier. Interest in space exploration is rising from commercial stakeholders. Look hard enough, and you can even find wealthy people who are chartering space flights just for the fun of it. With basic space flight becoming so accessible, NASA has an opportunity to take exploration to another level. The agency has <a href="http://www.prnewswire.com/news-releases/from-satellite-swarms-to-interstellar-submarines-nasa-selects-leading-edge-technology-concepts-for-continued-study-300109185.html" target="_blank">selected proposals</a> to support financially so it can drive innovation in the final frontier.</p>
<p>These projects fall under the Innovative Advanced Concepts program and deal with, among other things:</p>
<ul>
<li>Metallic lithium combustion to support robotics operations over an extended period of time.</li>
<li>Satellites designed to work together to map small moons and asteroids.</li>
<li>Submarines capable of exploring the depths of oceans on icy moons.</li>
</ul>
<p><strong>A new era of innovation supported by NASA</strong><br />
The seven projects being supported by NASA are moving the needle when it comes to space exploration. The agency is taking concepts that seem like science fiction and helping research teams bring them to reality. Steve Jurczyk, space technology mission directorate associate administrator, explained that NASA is putting an emphasis on future exploration.</p>
<p>&#8220;NASA&#8217;s investments in early-stage research are important for advancing new systems concepts and developing requirements for technologies to enable future space exploration missions,&#8221; said Jurczyk. &#8220;This round of Phase II selections demonstrates the agency&#8217;s continued commitment to innovations that may transform our nation&#8217;s space, technology and science capabilities.&#8221;</p>
<p>Jason Derleth, NIAC Program executive at NASA Headquarters, went out of his way to highlight two key initiatives:</p>
<ul>
<li>Devices that can provide visibility into cave formations on the moon.</li>
<li>Solar sails that use solar wind instead of light.</li>
</ul>
<p><strong>Aerospace advances bringing us into the future</strong><br />
Landing on the moon has practically become routine at this point. Working with outside groups to accelerate research isn&#8217;t a sign that it can&#8217;t handle progress on its own. We are heading into a new era of space travel. Private flights into the planet&#8217;s orbit are becoming a reality. NASA has rovers and exploratory craft in places considered entirely unreachable a few decades ago.</p>
<p>Now NASA is supporting projects that take exploration to new levels. Getting to a place where space exploration becomes commercially viable &#8211; whether we are dealing with potential mining efforts or tourism &#8211; could be the wave of the future. The projects that NASA is supporting show that the glory days of space exploration may not be behind us.</p>
<p>&nbsp;</p>
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		<title>What We Don&#8217;t Know About Composites CAN Kill Us!</title>
		<link>http://www.knovelblogs.com/2015/02/26/what-we-dont-know-about-composites-can-kill-us/</link>
		<comments>http://www.knovelblogs.com/2015/02/26/what-we-dont-know-about-composites-can-kill-us/#comments</comments>
		<pubDate>Thu, 26 Feb 2015 16:27:55 +0000</pubDate>
		<dc:creator>Craig the Rocket Scientist</dc:creator>
				<category><![CDATA[Aerospace]]></category>
		<category><![CDATA[Structural Engineering]]></category>
		<category><![CDATA[composites]]></category>
		<category><![CDATA[materials]]></category>
		<category><![CDATA[materials engineering]]></category>

		<guid isPermaLink="false">http://www.knovelblogs.com/?p=10453</guid>
		<description><![CDATA[Composites materials, like carbon fiber, are a common occurrence today. You find them in everything from ski poles to car parts and even airplanes. Composite materials&#8217; relatively light weight and unique strength properties make them a near miracle material. But do you want to know a secret? We don’t actually now that much about them.... <a class="moretag" href="http://www.knovelblogs.com/2015/02/26/what-we-dont-know-about-composites-can-kill-us/"> Continue Reading &#187; </a>]]></description>
			<content:encoded><![CDATA[<p>Composites materials, like carbon fiber, are a common occurrence today. You find them in everything from ski poles to car parts and even airplanes. Composite materials&#8217; relatively light weight and unique strength properties make them a near miracle material.</p>
<p>But do you want to know a secret?</p>
<p>We don’t actually now that much about them. Specifically we don’t really understand how composites age, break down and fail.</p>
<p>And that dirty little secret could get a lot of people killed.</p>
<p>It’s shouldn’t be very surprising; composite materials work very differently than metals. But we still insist on testing composites the same way we test metals. We also design parts the same way we would using metals. Then we expect them to fail like metals do. But they aren’t metals!</p>
<p>We dont even have a great way to classify failure in composites. Is it the first sign of damage? Is it when the material  first sheds load? Is it when the materials finally rips itself apart? I suppose if we had better ways of detecting damage in composite parts it might be a little easier.</p>
<p>To make matters worse, much of the work being done now isn’t much differnt from that being done back in the 70s. That’s over 40 years of doing the same thing over and over again. Even the regulatory bodies are relying on old methods of certification. New materials being used in radically new ways are being held to very old rules.</p>
<p>Now before you go out screaming the sky is falling look around, are planes with composite panels falling out of the sky left and right? No, at least not any more than their metal counterparts. However as we continue to use these new super materials we had better be sure we know exactly what is is we are getting ourselves into.</p>
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		<title>Chemical Challenges in &#8216;Deepwater&#8217;</title>
		<link>http://www.knovelblogs.com/2013/06/14/chemical-challenges-in-deepwater/</link>
		<comments>http://www.knovelblogs.com/2013/06/14/chemical-challenges-in-deepwater/#comments</comments>
		<pubDate>Fri, 14 Jun 2013 17:34:11 +0000</pubDate>
		<dc:creator>Dr. Henry Craddock</dc:creator>
				<category><![CDATA[Engineering cases]]></category>

		<guid isPermaLink="false">http://www.knovelblogs.com/?p=8207</guid>
		<description><![CDATA[Introduction For some time now the oil and gas industry has been exploring, developing and producing from deep-water reserves of oil and gas. Exploitation of these reserves has presented, and will continue to present, a number of unique engineering challenges. In addition to these challenges, a number of world &#8220;firsts&#8221; have also been achieved in... <a class="moretag" href="http://www.knovelblogs.com/2013/06/14/chemical-challenges-in-deepwater/"> Continue Reading &#187; </a>]]></description>
			<content:encoded><![CDATA[<p><strong>Introduction</strong></p>
<div id="engcase">
<div class="entry">
<p>For some time now the oil and gas industry has been exploring, developing and producing from deep-water reserves of oil and gas. Exploitation of these reserves has presented, and will continue to present, a number of unique engineering challenges. In addition to these challenges, a number of world &#8220;firsts&#8221; have also been achieved in the development of deep-water assets. The US government classifies drilling in water depths of more than 500ft (152 m plus) as deepwater. By this definition, there are approximately 600 deep-water wells in the Gulf of Mexico.<sup>1</sup></p>
<p style="text-align: center;"><strong>This engineering case is premium content. Click <a href="http://pages.knovel.com/chemicalsindeepwater.html" target="_blank">here </a>to access the full engineering case.</strong></p>
</div>
</div>
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		<title>Level 3 Inspection Inverts Traditional Parts Inspection Processes</title>
		<link>http://www.knovelblogs.com/2013/04/26/level-3-inspection-inverts-traditional-parts-inspection-processes/</link>
		<comments>http://www.knovelblogs.com/2013/04/26/level-3-inspection-inverts-traditional-parts-inspection-processes/#comments</comments>
		<pubDate>Fri, 26 Apr 2013 20:17:48 +0000</pubDate>
		<dc:creator>Bill Greene</dc:creator>
				<category><![CDATA[Engineering cases]]></category>
		<category><![CDATA[Manufacturing Engineering]]></category>

		<guid isPermaLink="false">http://www.knovelblogs.com/?p=8005</guid>
		<description><![CDATA[By Bill Greene. Posted 4/26/2013.]]></description>
			<content:encoded><![CDATA[<div id="engcase">
<div class="entry">
<p>Although parts inspection is a complex business driven by the ever-increasing complexity of manufactured goods, it has stuck pretty close to its roots, relying on decades-old Coordinate Measuring Machines (CMMs) as the go-to technology to get the job done.</p>
<p>Yet increasingly, traditional metrology methods like CMMs do more to slow down the process without adequately delivering accuracy, especially as products sport tighter tolerances, and demand precision manufacturing. CMM&#8217;s use of an articulating robotic arm to direct a touch probe to test individual points along the surface contour of an object doesn&#8217;t support the speed at which companies need to conduct business given time-to-market pressures and the quest for a competitive advantage. In addition, CMMs&#8217; output&#8211;typically a table of coordinate numbers—often results in miscommunication of geometry details with studies showing the report details being misinterpreted as much as 20 percent of the time.</p>
<p>Level 3 Inspection (L3I), with a history seeped in reverse engineering and production in the aerospace industry, recognized early on that there was an opportunity to vastly improve the traditional CMM inspection process. During its work reverse engineering turbine engine parts, L3I found it wasn&#8217;t collecting nearly enough information from its use of CMMs on such complex parts as blades and vanes. As a result, it began the hunt for technology to simplify this engineering task and ultimately bring better quality inspection and reverse engineering processes to the marketplace.</p>
<p><strong>White Light Scanning + CAI = Process Transformation</strong></p>
<p>The search led L3I to a decade-long practice of evolving the use of white light scanning (WLS) and computer-aided inspection (CAI) technologies to change up the traditional CMM-driven parts inspection process. By applying a set of new technology, the goal was to turn the traditional inspection paradigm on its head, substantially reducing the number of physical prototypes and product iterations while speeding up development cycles, often at reduced costs.</p>
<p>At a base level, core technology differences give WLS/CAI an edge. Because a CMM probe is physically moved from point to point to capture surface data, the process is slow and it requires a highly-trained specialist to manually place the calipers and interpret the readings, opening the door to human error when gathering results. Moreover, CMM analysis is limited by its ability to capture a clear and coherent image of the surface geometry. While WLS can yield watertight scans comprising hundreds of millions of points, a complex CMM program, in comparison, might yield a few hundred or at best, a few thousand touch-data points depending on the part size, its complexity, and the requirements. Finally, studies have shown that the digitized surface of the point cloud data, which is the output of WLS, can be accurate up to +/- 0.00004 inches (~1 micron), providing a much more accurate and vastly more comprehensive picture of the entire geometry.</p>
<p>Beyond the physical data capture efficiencies, the WLS/CAI combination also has advantages for data analysis and visualization, the more time-consuming part of the inspection process. Traditional CMMs output tables of numbers are difficult to interpret, even for highly-trained experts, and they do not provide any visibility into the actual geometry of a part. Not so with CAI-driven parts inspection, which generates color-coded plots that can be overlaid with a CAD model for comparison, allowing inspection engineers to easily identify non-conforming part features in a small fraction of the time.</p>
<p>With a technology duo deemed superior to traditional metrology methods, L3I embarked on the journey of transforming the parts inspection workflow. Typically, with a CMM-driven workflow, a prototype or sample part is produced and then compared to specified set of dimensions and geometric dimensioning &amp; tolerance callouts from the inspection blueprint.</p>
<p>In comparison, L3I began to leverage WLS/CAI to study the part&#8217;s geometry first, focusing on the resolution of geometric conformance and deviation, as well as anomalies first, evaluating the form first. The result yielded a number of positive outcomes. For one thing, geometric anomalies that might have gone unnoticed with the traditional workflow are detected earlier, reducing the risk of launching a non-conforming product into the marketplace. In addition, the comprehensiveness of the inspection provides greater insights into the manufacturing process with accelerated optimization and the streamlined workflow, cutting iterations and scrap to cut time to market costs.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5960/5960_files/fig_3.jpg" alt="" /></p>
<p style="text-align: center;">The Smart Inspection Station combines a 3D scanner and Geomagic&#8217;s Qualify inspection software, automating the process of scanning and analyzing parts against CAD models and blueprints.</p>
<p>Consider the new inspection process applied to the development of a shoulder dome implant. The original CMM inspection process, which gathered data from 200 CMM points, indicated that the part was dimensionally acceptable. That same process turned over to the WLS/CAI technology revealed a completely different story. A scan of that same part, comprising 200,000 data points (1,000-times more data), was analyzed, revealing that the part was out of tolerance. While the CMM points overlaid on the 3D structured light scan correlated perfectly to 5 or 6 decimal places, the CMM completely missed a ring-shaped anomaly in the part, detected by the scanner because of the expansiveness of its data collection. In another example, L3I was able to help a jet engine foundry client transform a two-week inspection process that consumed the time of two highly-paid engineers by 95%, whittling it down to a half-day process and saving thousands of dollars per part number.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5960/5960_files/fig_2.jpg" alt="" /></p>
<p style="text-align: center;">This is a cross section of jet engine air foil showing the difference between the CAD design and the actual part. The CAI approach makes it readily visible to see where the part conforms, depicted in green, where it is too small, shown in blue, and where it is too big, displayed in orange and yellow. SOURCE: Level 3 Inspection</p>
<p>Based on those successes, L3I has pushed the promise of WLS and CAI a step further, creating a turnkey, integrated system that automates the complete inspection process. The Smart Inspection Station, which combines a 3D scanner and Geomagic&#8217;s Qualify inspection software, automatically makes precise 3D scans of parts, analyzes the parts against CAD models and blueprints, determines the part disposition, and creates comprehensive inspection reports, all with a non-technical operator in just a few minutes, on the shop floor. Vastly superior production inspection results in very short time.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5960/5960_files/fig_1.jpg" alt="" /></p>
<p style="text-align: center;">Visualization capabilities allow engineers and workers to focus on the areas that need attention, as opposed to wading through tables of numbers for areas that are well within conformance. SOURCE: Level 3 Inspection</p>
<p><strong>The FUD Factor</strong></p>
<p>While the benefits of WLS and CAI seem clear and the technology is fairly mature, it remains a challenge to get manufacturers on board with production parts inspection processes.</p>
<p>Inertia and resistance to change are perhaps the biggest barriers to adoption, keeping the CAI industry focused on early-adopters and professional services despite its 13-year application history. Many companies are so entrenched in their CMM heritage, they think what they have is good enough and that newer WLS/CAI technology is risky, and still perceived as &#8220;too new&#8221;. There are also plenty of long-time CMM specialists who are leery of new inspection technology because of their fears it could have negative career ramifications. Fear of change is still alive and well.</p>
<p>Clearing these hurdles requires a dogged commitment to on-going education and repeated exercises proving out the value of the new 21<sup>st</sup> century inspection processes. Companies also need to understand that CAI is a process, not just an exercise in buying scanner equipment and analysis software. Only by thinking process optimization and by having a clear financial understanding of the time it takes to get a product to market will companies open themselves up to transforming parts inspection and in the process, make better precision products much faster, at lower costs, and with far greater confidence.</p>
</div>
</div>
<p>&nbsp;</p>
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		<title>Transport Applications: Newtonian and Non-Newtonian Fluids</title>
		<link>http://www.knovelblogs.com/2013/03/14/transport-applications-newtonian-and-non-newtonian-fluids/</link>
		<comments>http://www.knovelblogs.com/2013/03/14/transport-applications-newtonian-and-non-newtonian-fluids/#comments</comments>
		<pubDate>Thu, 14 Mar 2013 15:50:07 +0000</pubDate>
		<dc:creator>Jim Stearns</dc:creator>
				<category><![CDATA[Engineering cases]]></category>
		<category><![CDATA[Mechanical Engineering]]></category>

		<guid isPermaLink="false">http://www.knovelblogs.com/?p=7790</guid>
		<description><![CDATA[By Jim Stearns. Posted 3/14/2013.]]></description>
			<content:encoded><![CDATA[<p>Pipelines are a practical means of providing long-distance transport of water, fuels, and in particular water-based slurry suspensions of metals and minerals along with their by-products. Pipelines are preferable to trucking and rail because mining repositories often are located in regions where conventional transportation infrastructure cannot be accommodated. Pipelines also produce minimal pollution and are not subject to environmental or traffic conditions, rendering their operation statistically safer. Moreover, the combined capital and operational cost savings of transporting materials by pipeline over several years offers a significant economic incentive.</p>
<div id="engcase">
<div class="entry">
<p>Pipelines commonly are constructed of carbon steel or high-density polyethylene (HDPE) and vary in length from hundreds of feet to hundreds of miles, depending on the source location and the destination or terminal site of the transported material. Centrifugal or positive displacement pumps are employed to impel fluids; centrifugal pumps are considered for use when the required pumping pressure is less than 1000 <em>psi</em>, and positive displacement pumps are needed for longer transport applications. The system may contain one or more pumping stations, and the pipeline service lifetime ranges from 5 to 25 years, depending on usage. Gravity transport also may be utilized, but launder pipeline applications will not be discussed in this article.</p>
<p>Fluids carried in pipelines are characterized as either <em>Newtonian</em> or <em>non-Newtonian</em> (Sir Isaac Newton, 1642-1727) on the basis of their rheology. <em>Rheology</em> is the study of the flow and deformation of both liquid and solid materials, and rheological measurements can be performed by using a viscometer that administers appropriate shear stresses on the subject fluid or solid. The <em>shear stress</em> τ acting on a fluid is defined as the component of stress coplanar with the fluid cross section and is measured in units of <em>psi</em> or <em>lbf/in<sup>2</sup></em>. <em>Newton&#8217;s law of viscosity</em> states that for a Newtonian fluid in laminar flow:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq01.png" alt="" /><span class="eqnum">(1)</span></p>
<p>where</p>
<ul>
<li>μ is dynamic viscosity</li>
<li><sub><img src="http://www.knovel.com/contentapp/pdf/5844/5844_files/char03.png" alt="" /></sub> is the rate of shear (<em>s</em><sup>-1</sup>)</li>
<li>g<sub>c</sub> is a conversion factor<sup>1</sup> <sub><img src="http://www.knovel.com/contentapp/pdf/5844/5844_files/char02.png" alt="" /></sub></li>
</ul>
<p>Newtonian fluids are homogeneous with a uniform composition and exhibit a linear relationship between <sub><img src="http://www.knovel.com/contentapp/pdf/5844/5844_files/char01.png" alt="" /></sub> and τ at a specific temperature, with the slope representing dynamic viscosity. Examples include water and common chemicals such as rubbing alcohol and gasoline.</p>
<p>Non-Newtonian fluids have complex microstructures and exhibit variable relationships between τ and <sub><img src="http://www.knovel.com/contentapp/pdf/5844/5844_files/char01.png" alt="" /></sub>. A similar definition is presented for τ as in Equation 1 except that viscosity is not constant:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq02.png" alt="" /><span class="eqnum">(2)</span></p>
<p>where η is apparent or plastic viscosity, a function of either <sub><img src="http://www.knovel.com/contentapp/pdf/5844/5844_files/char01.png" alt="" /></sub> or τ.</p>
<p>Non-Newtonian fluids are either homogeneous or heterogeneous with variable composition and fall into several categories, as presented in Table 1.</p>
<table cellspacing="0">
<colgroup>
<col width="20%" />
<col width="20%" />
<col width="20%" /> </colgroup>
<tbody>
<tr>
<th>Category</th>
<th>Characteristics</th>
<th>Common Examples</th>
</tr>
<tr class="shaded">
<td><strong>Bingham plastic</strong></td>
<td>Constant <em>η</em> (τ &gt; τ<sub>0</sub>)</td>
<td>Mayonnaise, toothpaste</td>
</tr>
<tr>
<td><strong>Pseudoplastic</strong></td>
<td>Shear thinning</td>
<td>Paints, inks</td>
</tr>
<tr class="shaded">
<td><strong>Dilatant</strong></td>
<td>Shear thickening</td>
<td>Starch suspensions</td>
</tr>
<tr>
<td><strong>Thixotropic</strong></td>
<td>Time-dependent thinning</td>
<td>Gelatin, egg whites</td>
</tr>
<tr class="shaded">
<td><strong>Rheopectic</strong></td>
<td>Time-dependent thickening</td>
<td>Heavy cream</td>
</tr>
</tbody>
</table>
<p style="text-align: center;"><strong>Table 1. </strong>Types of Non-Newtonian Fluids</p>
<p>Each category has a unique relationship between <sub><img src="http://www.knovel.com/contentapp/pdf/5844/5844_files/char01.png" alt="" /></sub> and τ, although the vast number of non-Newtonian materials considered under stress and time variables necessitates some localized rheological overlap. For example, mayonnaise is a Bingham plastic (Eugene Cook Bingham, 1878-1945) that also exhibits thixotropic behavior; however, depending on the magnitude and duration of τ applied, its observed time-dependent viscous nature may not be significant. Bingham plastics exhibit Newtonian behavior upon reaching an initial threshold τ<sub>0</sub> termed the <em>yield stress</em> and include a substantial number of materials used in industry, including many water-based heterogeneous slurry suspensions.</p>
<p>The rheology of slurries is governed by several physical properties, with a particularly important variable being the solids concentration by weight <em>C<sub>w</sub></em>. Because water is often scarce in regions where metals and minerals are abundant, pipeline operations favor maximizing the range of <em>C<sub>w</sub></em>, frequently upward of 60%, especially for the transport of waste products that consist of ground rock and effluents generated in upstream processing. Waste products commonly are called <em>tailings</em>, and in high concentrations tailings slurries may exhibit rheopectic behavior. Shear thickening over time will cause a positive displacement pump to produce unsteady and potentially excessive pressures that may compromise the structural strength of the pipeline; a centrifugal pump eventually may not be able to generate sufficient head to maintain the specified volumetric flow rate. Viscometry can indicate whether shear thickening or other nonlinear viscosity trend is characteristic of the slurry at the specified range of <em>C<sub>w</sub></em>, but a pilot test loop equipped with a small centrifugal pump and the necessary ancillaries can be used to investigate the impact on transport by using an appropriately scaled flow rate. The target range of <em>C<sub>w</sub></em> should be balanced between being economically and resourcefully practical and maintaining a stable slurry viscosity during transport.</p>
<p>Slurry transport also requires full-pipe or <em>packed flow</em>. Packed flow can be difficult to maintain in long-distance pipelines that traverse mountainous terrain and carry more than one fluid. Metal and mineral slurries, for example, include water batches between slurry batches in accordance with material distribution schedules and to minimize the potential for cross-contamination when applicable. Consider a liquid interface along the pipeline located at a peak elevation preceding a valley, with the slurry upstream and its density assumed to be twice that of water. As the interface is pushed by the slurry, the upstream pressure requirements will decrease because the slurry is tasked with displacing a lighter fluid from the legs of the valley. Depending on the depth of the valley, the requirements at the peak could drop to the liquid vapor pressure at which the flow becomes <em>slack</em>, meaning a section of the pipeline is partially full of slurry. Slack flow regions are characterized by significantly increased line velocities to maintain steady-state flow in accordance with the continuity relation for incompressible fluids:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq03.png" alt="" /><span class="eqnum">(3)</span></p>
<p>where</p>
<ul>
<li><em>q</em> is volumetric flow rate (<em>ft<sup>3</sup>/s</em>)</li>
<li><em>v</em> is line velocity (<em>ft/s</em>)</li>
<li><em>D</em> is pipe inner diameter (<em>ft</em>)</li>
</ul>
<p>The high velocities ensuing from a partially full pipeline can lead to its premature wear and place the pump at risk for cavitation. The resulting vapor phase also can cause a destructive condensate-induced water hammer. To control the incidence of slack flow for demanding topographies, choking devices in the form of ceramic orifices are implemented downstream of probable locations to create back pressure and dissipate excess energy.</p>
<p>In addition to creating regions of insufficient pressure in the pipeline, batch operations can create circumstances that lead to overpressure. Consider that the liquid interface is located similarly at the top of a valley with water upstream. As the interface is pushed by the water, the upstream pressure requirements will increase significantly because the water is tasked with displacing a heavier fluid from the legs of the valley. A sufficiently deep valley therefore may cause an operating pressure in excess of the maximum allowable for the pipeline, but overpressure can be managed with strategically positioned energy dissipation devices.</p>
<p>Modeling steady-state incompressible and adiabatic flow within a pipeline utilizes a reduced form of the <em>Bernoulli theorem</em> (Daniel Bernoulli, 1700-1782) that accounts for <em>piezometric head</em>, which is defined as the sum of pressure head and elevation head:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq04.png" alt="" /><span class="eqnum">(4)</span></p>
<p>where</p>
<ul>
<li>ρ is density (<em>lb<sub>m</sub>/ft<sup>3</sup></em>)</li>
<li><em>P</em> is pressure (<em>psi</em> or <em>lb<sub>ƒ</sub>/in<sup>2</sup></em>)</li>
<li><em>g</em> is the gravitational constant (32.174 <em>ft/s<sup>2</sup></em>)</li>
<li><em>Z</em> is elevation (<em>ft</em>)</li>
<li><em>h<sub>L</sub></em> is friction loss head (<em>ft</em>)</li>
</ul>
<p>Equation 4 also is termed the <em>hydraulic grade line</em> (HGL), where points (1) and (2) represent any two locations along the pipeline. Shear stresses are not accounted for because viscous forces are considered negligible and pertain to changes in the internal energy of the fluid.</p>
<p>To construct the HGL, an appropriate frictional gradient must be selected. The gradient is a differential ratio of hL to pipeline length and typically is a function of the physical and rheological properties of the fluid, flow rate, and pipe size. Mathematical integration of the gradient over the reverse pipeline length establishes a function that is used to calculate the pumping requirements on the basis of hL. Frictional contributions of bends, fittings, and valves typically are ignored.</p>
<p>The <em>Darcy-Weisbach equation</em> (Henry Philibert Gaspard Darcy, 1803-1858, and Julius Ludwig Weisbach, 1806-1871) in differential form commonly is used to model the frictional gradient of incompressible Newtonian fluids in either laminar or turbulent flow:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq05.png" alt="" /><span class="eqnum">(5)</span></p>
<p>where <em>L</em> is pipeline length (<em>ft</em>) and ƒ is the Darcy friction factor.</p>
<p>For laminar flow, ƒ is calculated from a dimensionless form of the <em>Hagen-Poiseuille equation</em> (Gotthilf Hagen, 1797-1884, and Jean Louis Marie Poiseuille, 1797-1869):</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq06.png" alt="" /><span class="eqnum">(6)</span></p>
<p>where <em>N<sub>Re</sub></em> is the Reynolds number, defined as <sub><img src="http://www.knovel.com/contentapp/pdf/5844/5844_files/char04.png" alt="" /></sub></p>
<p>For turbulent flow, f can be calculated from the <em>Colebrook-White equation</em> (Cyril Frank Colebrook, 1910-1997, and Cedric Masey White, 1898-1993), which is implicit but is represented accurately by several explicit relations. The <em>Haaland equation</em> (S. E. Haaland) presents a good approximation:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq07.png" alt="" /><span class="eqnum">(7)</span></p>
<p>where <em>ε</em> is the pipe roughness (<em>ft</em>).</p>
<p>The <em>Hazen-Williams equation</em> (Allen Hazen, 1869-1930, and Gardner Stewart Williams, 1866-1931) relates friction loss head to volumetric flow rate and pipe size for the transport of water and can be used to model its frictional gradient:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq08.png" alt="" /><span class="eqnum">(8)</span></p>
<p>where</p>
<ul>
<li><em>Q</em> is volumetric flow rate (<em>gal/min or gpm</em>)</li>
<li><em>C</em>is a roughness coefficient documented for several pipeline materials</li>
<li><em>d</em> is pipe inner diameter (<em>in</em>)</li>
</ul>
<p>The Hazen-Williams equation is convenient but cannot model other fluids or account for physical and rheological property changes resulting from temperature. In addition, the relation lacks dimensional homogeneity and should be used only for turbulent flow.</p>
<p>Equations 5 and 8 are useful for modeling return water pipelines that often accompany long-distance slurry pipelines in parallel, with the more conservative result usually selected. After the slurry is received at the terminal, the filtrate is dewatered, and the reclaimed liquid typically undergoes a waste treatment process before being pumped back to the mine site. Depending on the raw material, not all water can be separated mechanically from the filtrate and thus must be supplemented from an additional source. Before the transport of water or water-based fluids, the water quality must be tested to determine whether either rubber or HDPE pipeline liners are required to protect against corrosion.</p>
<p>Frictional gradients that represent non-Newtonian, heterogeneous mixtures characteristic of slurries in turbulent flow are complicated, and a detailed discussion is beyond the scope of this article. Turbulent flow is important in slurry transport because turbulent eddies assist in maintaining suspension of the solid particles. The <em>Wasp method</em> (Edward J. Wasp) is a recognized means for the empirical calculation of <em>hL</em> that separately models the homogeneous and heterogeneous components of the slurry in an iterative capacity to calculate the friction gradient. Equation 5 can be used selectively to approximate the <em>hL</em> of a heterogeneous mixture in lieu of experimental data provided that the homogeneous portion has a sufficiently low bed pressure drop, as is characteristic of some coal slurries.</p>
<p>The frictional gradient is strongly affected by the pipe size, which for slurries must be selected properly given the tendency of the solid particles to move radially. If the selected diameter is too small, the resulting line velocity will be higher than necssary, causing excessive consumption of pump power and increased potential for pipeline wear. If the diameter is too large, the line velocity will be insufficient to maintain suspension of solids. Sizing thus is based typically on <em>deposition velocity</em> <em>V<sub>d</sub></em>, which is the minimum line velocity required to prevent particle settling. Calculation of <em>V<sub>d</sub></em> is empirical because of the wide range of materials in pipeline transport and has produced numerous correlations over decades of research for fine and coarse particle sizes; a typical range is 5.0 <em>ft</em>/<em>s</em> to 6.5 <em>ft</em>/<em>s</em>. In addition, <em>V<sub>d</sub></em> must be compared with the <em>transition velocity V<sub>t</sub></em>, which is the line velocity where transition to turbulence begins and is likewise empirical; the greater of these two velocities becomes the design basis for the pipeline. Slurries with a high <em>C<sub>w</sub></em> tend to be limited by <em>V<sub>t</sub></em>, and in select cases their transport requires too great a line velocity for the pipeline to function safely in turbulent flow. A laminar flow operation thus may be considered if the pipeline length is relatively short. The <em>Buckingham-Reiner equation</em> (Edgar Buckingham, 1867-1940, and Markus Reiner, 1886-1976) was developed to calculate the friction factor ƒ for Bingham plastics in laminar flow; however, the relation is implicit with a complex solution. The <em>Swamee-Aggarwal equation</em> (Prabhata K. Swamee and Nitin Aggarwal) is an acceptably explicit approximation:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq09.png" alt="" /><span class="eqnum">(9)</span></p>
<p>where <em>N<sub>He</sub></em> is the Hedstrom number, defined as <sub><img src="http://www.knovel.com/contentapp/pdf/5844/5844_files/char05.png" alt="" /></sub></p>
<p>The frictional gradient subsequently can be calculated from Equation 5, since laminar flow presumes no radial concentration gradients or other heterogeneous characteristics.</p>
<p>The following example illustrates several of the topics discussed.</p>
<p class="indent">A pipeline is planned to transport 475 <em>gpm</em> of silver tailings slurry to an enclosed spigoted impoundment over a total distance of 2.5 <em>mi</em> on a level grade. The impoundment is designed for 20 <em>ft</em> of accumulation, and the spigots require a minimum pressure of 25 <em>psi</em> to ensure proper distribution. The slurry was experimentally determined to have a specific gravity of 1.8 and a plastic viscosity of 25 <em>cP</em>. The pipeline will be constructed of 8-inch PE 4710 HDPE with a standard dimension ratio (SDR) of 9 to meet the minimum velocity requirement and has a roughness of 7 X 10<sup>-5</sup> <em>ft</em>. Calculate the hydraulic gradient in <em>ft/mi</em> and corresponding head and determine whether the pipeline can accommodate transport using a single centrifugal pump station if a 25 <em>psi</em> safety margin is required.</p>
<p>Strategy: The Darcy-Weisbach equation (Equation 5) will be used to calculate the hydraulic gradient due to limited slurry property data. The appropriate Darcy friction factor must be determined on the basis of laminar or turbulent flow (Equation 6 and 7). The required pumping pressure subsequently can be determined from the HGL (Equation 4) and compared with the maximum operating pressure of the HDPE piping material.</p>
<p>Given:</p>
<ul>
<li>• Pump station: <em>Z</em><sub>1</sub> = 0 <em>ft</em></li>
<li>• Tailings impoundment: P<sub>2</sub> = 25 <em>psi</em>, <em>Z</em><sub>2</sub> = 20 <em>ft</em></li>
<li>• Piping:</li>
<li>   ○ 8&#8243; PE 4710 HDPE, SDR 9</li>
<li>   ○ ε = 7 X 10<sup>-5</sup> <em>ft</em></li>
<li>   ○ <em>L = 2.5 mi</em></li>
<li>• Volumetric flow rate: <em>Q</em> = 475 <em>gpm</em></li>
<li>• Slurry properties:</li>
<li>   ○ <em>s.g.</em> = 1.8</li>
<li>   ○ η = 25 <em>cP</em></li>
</ul>
<p>Calculations:</p>
<ul>
<li>» The SDR of a pipe is defined as the ratio of its outer diameter to its wall thickness. The pipe inner diameter thus is calculated as follows:</li>
<li><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq10.png" alt="" /></li>
<li>» The line velocity is calculated from rearrangement of Equation 3:</li>
<li><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq11.png" alt="" /></li>
<li>» The Reynolds number is needed to determine the relation to calculate the Darcy friction factor:</li>
<li><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq12.png" alt="" />
<ul>
<li>• Since flow is turbulent, the Darcy friction factor is calculated from Equation 7:</li>
<li><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq13.png" alt="" /></li>
</ul>
</li>
<li>» The hydraulic gradient and head are calculated from Equation 5:</li>
<li><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq14.png" alt="" /></li>
<li>» The required pressure to transport the slurry can be determined by rearranging Equation 4 and substituting in applicable given and calculated values:</li>
<li><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5844/5844_files/eq15.png" alt="" /></li>
</ul>
<p>From specifications provided by CRP Products &amp; Mfg Ltd, the maximum operating pressure of PE 4710 HDPE, SDR 9 is 252 <em>psi</em>. Since a safety margin of 25 <em>psi</em> is required, the selected size of the pipeline cannot meet the pressure requirements of the transport application.</p>
<p><em>Jim Stearns is a Process Engineer at Golder Associates in Walnut Creek, CA</em></p>
<p><strong>Notes</strong></p>
<p><sup>1</sup>The conversion factor <em>g<sub>c</sub></em> relates <em>lb<sub>ƒ</sub></em> to <em>lb<sub>m</sub></em> (U.S. customary units) and often is omitted in technical resources. This omission can be critical and can lead to both dimensional and numerical errors.</p>
<p><strong>Bibliography</strong></p>
<p>Darby, R. <em>Chemical Engineering Fluid Mechanics</em>. New York: Marcel Dekker, 2001, pp. 6-8, 55-58, 64-66, 167-169, 221-222.</p>
<p>Derammelaere, R. H., and Shou, G. Antamina&#8217;s Copper and Zinc Concentrate Pipeline Incorporates Advanced Technologies. BHR Group Limited, 2002.</p>
<p>Description of Bingham plastic: http://en.wikipedia.org/wiki/Bingham_plastic.</p>
<p>Formulas for Darcy friction factor: http://en.wikipedia.org/wiki/Darcy_friction_factor_formulae.</p>
<p>Hazen-Williams equation: http://en.wikipedia.org/wiki/Hazen-Williams_equation.</p>
<p>Perry, R., and Green, D. <em>Perry&#8217;s Chemical Engineers&#8217; Handbook</em>, 7th ed. New York: McGraw-Hill, 1997, pp. 6-4-6-5, 6-14.</p>
<p>High Density Polyethylene Pipe-PE4710 datasheet, provided by CRP Products &amp; Mfg Ltd, Edmonton, Alberta.</p>
<p>Shou, G. Solid-Liquid Flow System Simulation and Validation. 31st Annual Meeting of Pipeline Simulation Interest Group, 1999.</p>
<p>Swamee, P. K., and Aggarwal, N. Explicit Equations for Laminar Flow of Bingham Plastic Fluids. <em>Journal of Petroleum Science and Engineering</em>, vol. 76, 2011, pp. 178-184.</p>
</div>
</div>
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		<title>Methodology for Commissioning: The Three-Phase Approach</title>
		<link>http://www.knovelblogs.com/2013/01/31/methodology-for-commissioning-the-three-phase-approach/</link>
		<comments>http://www.knovelblogs.com/2013/01/31/methodology-for-commissioning-the-three-phase-approach/#comments</comments>
		<pubDate>Thu, 31 Jan 2013 22:35:32 +0000</pubDate>
		<dc:creator>Alan Cross</dc:creator>
				<category><![CDATA[Civil Engineering & Construction]]></category>
		<category><![CDATA[Engineering cases]]></category>

		<guid isPermaLink="false">http://www.knovelblogs.com/?p=7122</guid>
		<description><![CDATA[By Alan Cross. Posted 1/31/2013.]]></description>
			<content:encoded><![CDATA[<div id="engcase">
<div class="entry">
<p><strong>Background</strong></p>
<p>I have been fascinated by the process of commissioning chemical and processing plants ever since my introduction to the discipline. At that time I had worked at ICI (Imperial Chemical Industry) for four years and then as a process plant operator. While operating and assisting in the commissioning of a new plant, I was intrigued by the activities that had to be compiled and organizedthe checking out, the testing, and the rechecking of many plant itemsto allow the asset to be started up in an efficient and effective way. As I became engrossed by the experience and moved from the first commissioning project to the second, I was amazed that the whole process had to be rethought, almost reinvented, and that there was so much scrambling by the commissioning engineers on the new project to piece together the paperwork, procedural format, and general documentation from past commissioning campaigns to allow the new plant to begin to be organized so that its delivery could be completed. By that time I had subconsciously chosen commissioning as my future career and made a personal commitment to document the whole process in the best way I could. The result was my book <em>Chemical and Process Plant Commissioning Handbook</em>.</p>
<p>Process plant commissioning in the chemical industry and related industries has an interesting dynamic, as there are few or no formal qualifications for commissioning a new plant. Process engineering has elements that address the subject, but the lack of published works on the topic has created the potential for commissioning to be a discipline that can be susceptible to serious problems during the key stage in a project&#8217;s delivery. There is a three-step methodology that works well and has formed the basis of my career in process plant commissioning, which has now spanned more than 30 years.</p>
<p><strong>The Three-Phase Methodology</strong></p>
<p>The commissioning of a process plant should be considered and implemented in three distinct phases.</p>
<p><em>Prepare</em></p>
<p>This phase covers activities undertaken to set up the commissioning, gather information, select the commissioning team, develop the schedule, and create documentation. These all are typically home office tasks.</p>
<p><em>Implement</em></p>
<p>This phase, which traditionally has been perceived as commissioning, involves examining the facets that address the installation, checking out, precommissioning, wet and dry commissioning, and start-up of the new equipment at the job site.</p>
<p><em>Closeout </em></p>
<p>This is the final stage of the commissioning process and the one most often neglected. It entails ensuring that all paperwork systems and trials are complete and updated to &#8220;as commissioned&#8221; status and that the plant and equipment have met the performance and acceptance criteria, allowing the plant to be handed to the ongoing operations group.</p>
<p>For optimum success in a commissioning exercise, the members of a project team responsible for the commissioning phase should be involved at an early stage of the project to ensure that all considerations related to the start-up of the plant are considered.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5219/5219_files/fig_1.jpg" alt="" /></p>
<p>Much emphasis is placed on the design and construction phases of a project, yet what is arguably the most important phasethe start-up and delivery of the assetis an activity that may be neglected. Commissioning teams can turn up toward the end of construction and hurriedly compose the documents normally created during the preparation phase, but I believe that what you get out of an endeavor is directly proportional to the effort you put in; if your preparation for the commissioning of a new asset is sloppy, late, without research, ill prepared, and unplanned, the start-up will be pretty much the same. Projects that are driven with a successful start-up as the aim and that have duly considered and implemented the commissioning tend to be the most successful.</p>
<p>The main activities associated with and conducted in each of the three commissioning phases are shown in Table 1.</p>
<p style="text-align: center;"><strong>Table 1 Main Activities and Phases</strong></p>
<table class="table1">
<colgroup>
<col width="15%" />
<col width="85%" /> </colgroup>
<tbody>
<tr>
<th>Phase</th>
<th>Activities</th>
</tr>
<tr>
<td class="border-bottom" rowspan="21">Prepare</td>
<td>Appoint the commissioning manager.</td>
</tr>
<tr>
<td>Define the commissioning scope.</td>
</tr>
<tr>
<td>Systemize the plant into commissioning systems by using the project piping and instrument diagrams (P&amp;IDs) and other relevant documents, including layout drawings, mechanical flow diagrams, and equipment lists.</td>
</tr>
<tr>
<td>Integrate commissioning systems into the engineering documents, line tables, instrument index, P&amp;IDs, equipment lists, and procurement plans.</td>
</tr>
<tr>
<td>Input to Design:<br />
Attendance at the following reviews is required to ensure that commissioning activities are considered and relevant operational experience is brought to the table: P&amp;IDs, plant layout, constructability, 3-D model, project schedule, safety integrity level (SIL), layers of protection analysis (LOPA), and control philosophy.</td>
</tr>
<tr>
<td>Compile the commissioning philosophy.</td>
</tr>
<tr>
<td>Compile the commissioning estimate and/or budget.</td>
</tr>
<tr>
<td>Agree on the interface/handover procedure with project, client, and construction groups.</td>
</tr>
<tr>
<td>Obtain pertinent and relevant engineering documents and establish the electronic commissioning team library.</td>
</tr>
<tr>
<td>Attend various hazard studies.</td>
</tr>
<tr>
<td>Compile the initial commissioning schedule (level 2).</td>
</tr>
<tr>
<td>Set up the site commissioning base and compile the commissioning consumables list.</td>
</tr>
<tr>
<td>Determine the initial fill chemicals and simulants and procure them.</td>
</tr>
<tr>
<td>Create the commissioning manual.</td>
</tr>
<tr>
<td>Compile the standard operating procedures (SOP).</td>
</tr>
<tr>
<td>Compile the training packages.</td>
</tr>
<tr>
<td>Agree on safe systems of work with all interested parties.</td>
</tr>
<tr>
<td>Compile the commissioning procedures.</td>
</tr>
<tr>
<td>Give input as required to the user requirement specification (URS) for a distributed control system (DCS) or supervisory control and data acquisition (SCADA).</td>
</tr>
<tr>
<td>Compile the initial commissioning schedule (level 3).</td>
</tr>
<tr>
<td class="border-bottom">Compile the decontamination procedures.</td>
</tr>
<tr>
<td class="border-bottom" rowspan="19">Implement</td>
<td>Attendance at the factory equipment acceptance and predelivery tests.</td>
</tr>
<tr>
<td>Attendance at the computer hardware factory acceptance tests (HFATs), software factory acceptance tests (SFAT), and review functional design specification (FDS) for the DCS.</td>
</tr>
<tr>
<td>Attendance at the site acceptance tests (SATs) for a DCS control system.</td>
</tr>
<tr>
<td>Be involved with the management and decommissioning and/or decontamination of existing plant if required.</td>
</tr>
<tr>
<td>Check construction progress and quality.</td>
</tr>
<tr>
<td>Start the commissioning log.</td>
</tr>
<tr>
<td>Test and clean pipe work and equipment.</td>
</tr>
<tr>
<td>Generate the punch list as required for each commissioning system.</td>
</tr>
<tr>
<td>Commence training of plant and maintenance personnel.</td>
</tr>
<tr>
<td>Manage handover construction to commissioning and/or operations.</td>
</tr>
<tr>
<td>Attend to and/or manage pre-start-up safety checks.</td>
</tr>
<tr>
<td>Complete all leak testing.</td>
</tr>
<tr>
<td>Precommission the systems.</td>
</tr>
<tr>
<td>Manage post-start-up modifications.</td>
</tr>
<tr>
<td>Manage the introduction of safe process chemicals.</td>
</tr>
<tr>
<td>Move the team to a shift management role if required.</td>
</tr>
<tr>
<td>Issue first draft of the standard operating procedures.</td>
</tr>
<tr>
<td>Start up the plant.</td>
</tr>
<tr>
<td class="border-bottom">Validate plant performance with the quality team.</td>
</tr>
<tr>
<td class="border-bottom" rowspan="4">Closeout</td>
<td>Update to all commissioning documents and standard operating procedures to as commissioned status.</td>
</tr>
<tr>
<td>Manage post-start-up modifications</td>
</tr>
<tr>
<td>Update to training documents to as commissioned status.</td>
</tr>
<tr>
<td class="border-bottom">Run and manage the plant to predetermined design production rates and initial output for the required duration.</td>
</tr>
</tbody>
</table>
<p><strong>Commissioning Logic</strong></p>
<p>The logical steps required to complete the three-phase commissioning process can be shown to flow in accordance with a simple logic, although it is accepted that some activities may run in parallel when actually delivered (see Figure 1).</p>
<p style="text-align: center;"><strong>Figure 1 Logic of the Three-Phase Commissioning Project</strong></p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5219/5219_files/fig_2.jpg" alt="" /></p>
<p><strong>Prepare</strong></p>
<p>The major preparatory activities before the work actually commences in the field can include the following main elements. Some of the tasks more relevant to milestone events are not explained here.</p>
<p><em>Appoint the Commissioning Manager</em></p>
<p>The commissioning manager is an important part of the project team, and by its nature, the role requires a close working relationship with both the construction manager and the operations manager to ensure that the delivery of the new asset as a fully functional operation plant is completed in the most cost-effective and schedule-efficient manner. A good commissioning manager must have the ability to understand chemical processes; have knowledge of instrument, electrical, and control systems; be familiar with structured work methodologies; and be experienced in commissioning plant and equipment.</p>
<p><em>Define the Commissioning Scope</em></p>
<p>The area that can cause the most confusion if it is poorly prepared and drafted in a contract for commissioning services is scope definition. The exact role of the commissioning organization, the full scope of its activities, and definitions of when those activities are deemed complete should be documented clearly. It is important to specify clearly who will draft operating procedures and prepare and deliver training packages. In any scope document mention should be made of the practical factors such as who will operate valves, how control of energy introduction will be managed, and who has management control of all the various commissioning stages.</p>
<p><em>Prioritized Asset Systemization</em></p>
<p>Once the commissioning scope of the project has been defined and the initial key project documents (P&amp;IDs, layout drawings, plot plans, and mechanical handling drawings) have been drafted and issued, commissioning systems can be identified in <em>priority order</em>. This is the first and one of the most important activities the commissioning team will undertake as it provides the structure for all the other organizational tasks the team will perform, sets the priority for document and checkout progress management, and assists in the efficient initial plant commissioning and start-up in the most effective and timely way.</p>
<p><em>Input to Design</em></p>
<p>As was indicated above, commissioning engineers are typically experienced individuals in their initial disciplines and invariably have commissioning-specific and operational experience. This type of expertise is invaluable at engineering design reviews, and the engineers&#8217; attendance should be encouraged. Their experience adds value to the appreciation of P&amp;IDs, 3-D models, and control philosophy reviews.</p>
<p><em>Create the Commissioning Philosophy</em></p>
<p>The aim of this document is to identify the key commissioning project aims, objectives, activities, and general philosophy; this should be compiled at an early stage in the commissioning team&#8217;s life, after the team scope definition. The initial commissioning plan most often is utilized when a contracting commissioning organization is appointed to a project, and it may be the first indication to the client project management and operations and engineering teams of how the commissioning will be planned and the activities managed.</p>
<p><em>Compile the Commissioning Estimate and/or Budget</em></p>
<p>Many factors should be considered for inclusion in the commissioning team budget, including labor power costs, initial chemical fill costs, travel, and accommodation at the job site. Typically calculated on a simple spreadsheet, each cost should be accompanied with adequate descriptions of the expense in question. Many projects have a percentage commissioning cost scheme in place; in general, these costs range from 2 to 3% of the overall capital spent on simple projects up to 25% of the capital cost for complicated nuclear facility commissioning, where much simulant testing must be developed and performed.</p>
<p><em>Devise Handover Procedure</em></p>
<p>It is absolutely crucial to clarify, agree on, and document the various handover steps among the range of engineering disciplines in a project. The focus here is on handovers between the construction group and the commissioning team and then between the commissioning team and the operations team. It is important to clarify what will be handed over and how and what the acceptance criteria are.</p>
<p><em>Compile Initial Commissioning Schedules (Levels 2 and 3)</em></p>
<p>The level 2 commissioning schedule, which is compiled at an early stage in the commissioning team&#8217;s formation, entails drafting acurate estimates of all the team&#8217;s activities. These activities include tasks in all three phases of a project. However, other than showing the duration of an activity (e.g., compilation of commissioning documents), the actual commissioning system in question is not specified.</p>
<p>The level 3 schedule will provide a very acurate timeline for all the in-depth commissioning activities, typically from the mechanical completion phase. The schedule is compiled on a task-by-task basis and written on a system-by-system basis and is very detailed.</p>
<p><em>Create Commissioning Documents and the System File</em></p>
<p>In the commissioning of a processing plant, the creation of the specific documents and the accompanying filing system is of some significance. The suite of commissioning documents produced provides a demonstration and shows that everything necessary has been done by the commissioning team to check and countercheck the constructed plant. This allows the delivery of the project to design specifications in the most safe, effective, and timely manner, to the highest possible standard, backed up by correct, prudent, and accurately composed documentation that is completed and signed off on in full. Anything undertaken in a commissioning campaign must be documented and stored in the system file to which it belongs; hence, the complete picture of all that has been done to commission the plant safely and efficiently can be demonstrated.</p>
<p><strong>Implement</strong></p>
<p>The field execution activities will change the plant from a build project to an operating asset.</p>
<p><em>Attendance at Factory Acceptance Tests</em></p>
<p>Much of the work to start the checkout of equipment can be completed at the factory before delivery to the site, and the completion of this work should be encoraged as it has the potential to save costs and time if vendor equipment does not perform initially. Activities performed at the factory acceptance test can include leak tests, intial operational runs, control system checkout, cleanliness checks, and test fitting of internals.</p>
<p><em>Check Construction and Quality of Build</em></p>
<p>The commissioning team plays a key role in the checkout of the systems in conjunction with the main plant construction. Schedule time and costs can be reduced by means of prompt identification and correction of faults; these faults can range from equipment installed incorrectly to valve handles protruding into walkways, causing safety hazards.</p>
<p><em>Cleaning Procedures and Drying</em></p>
<p>Before pipes and equipment are put in service, it is important that good cleaning procedures be conducted to help ensure a successful and trouble-free start-up. Unfortunately, it is not uncommon for an initial plant commissioning period to be marred by foreign materials that have been left inside pipe work and then find their way to pumps and other equipment, causing significant damage and schedule delay as a result of rectification work. The following methods of cleaning are common to fulfill this task: cleaning by blowing (air or nitrogen), steam blowing, cleaning via flushing (water), chemical cleaning, use of a &#8220;pig,&#8221; and mechanical cleaning and visual inspection.</p>
<p><em>Vessel Check Sheets</em></p>
<p>Conducting the checkout of the plant and equipment being installed requires documentary evidence that each item has been installed in accordance with the design and is fit for ongoing commissioning and operations. No plant item should be closed until an internal inspection has taken place. This documents that an inspection with authority to close equipment has been made.</p>
<p><em>Commissioning Punch Listing</em></p>
<p>This is one of the major activities the commissioning team will conduct. The setting of high standards, principles, and methodology for effective punch listing, snagging, or checkout of the system that has<br />
been constructed is vitally important to the smooth ongoing commissioning of the asset and is the standard and key indicator by which a commissioning team will be measured.</p>
<p><em>Precommissioning Hazard and Operability Studies or Pre-Start-Up</em></p>
<p>Before the introduction of hazardous chemicals into a commissioning system or systems, a detailed check must be made to ensure that the plant is ready and fit for ongoing operation.</p>
<p><em>Commissioning Leak Testing</em></p>
<p>During the construction phase, hydrostatic tests will have been conducted to prove pipe integrity; however, many potential leak path points will still exist in an untested state. The object of a full system leak test is to test all leak potential suitably and practically before the introduction of process and hazardous chemicals.</p>
<p><em>Commissioning and initial Start-Up-Plus Procedures</em></p>
<p>This activity could be described as the flagship activity among the many the team will undertake during a project. Here, where possible, &#8220;safe&#8221; chemicals are introducedwater, steam, and airto simulate closely the unit in actual operation and to provide an indication of how the plant will perform when the process chemicals are introduced and the main commissioning and start-up event takes place. During commissioning execution, all safety-related systems are checked rigorously, including confirmation of alarm activation points by means of manipulation of the actual process variables; confirmation of the operation of all control system software trip logic by various means, including variability of the process conditions both manually and via the control system; confirmation of all hardwired emergency shutdown systems by various documented operational means; and confirmation of the operation and control of all DCS sequences, including full testing of all failure monitoring. All aspects of future operation are tested, including starting up, scheduled and emergency shutdowns, and the actions required after a loss of site services, including power and instrument air.</p>
<p><strong>Closeout</strong></p>
<p>The activities in the final phase are all associated with the successful and efficient closeout of the commissioning team&#8217;s actions.</p>
<p><strong>Conclusion</strong></p>
<p>Monitoring and helping to mold the transformation of a plant from initial design intent, through the building and construction site phase, to successful commissioning and operation is an occupation that requires much organization and disciplined delivery. However, when it is based on and assisted by a methodology such as the one described here, it can lead to commissioning being a career that provides job satisfaction and pride.</p>
<p>Enjoy safe and happy commissioning.</p>
</div>
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		<title>Fire Safety in Theaters</title>
		<link>http://www.knovelblogs.com/2012/12/18/ec-fire-safety-in-theaters/</link>
		<comments>http://www.knovelblogs.com/2012/12/18/ec-fire-safety-in-theaters/#comments</comments>
		<pubDate>Tue, 18 Dec 2012 19:35:00 +0000</pubDate>
		<dc:creator>Jaewook Kwon</dc:creator>
				<category><![CDATA[Engineering cases]]></category>
		<category><![CDATA[Fire Protection Engineering]]></category>

		<guid isPermaLink="false">http://www.knovelblogs.com/?p=6878</guid>
		<description><![CDATA[By Jaewook Kwon. Posted 12/18/2012.]]></description>
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<p><strong>Introduction</strong></p>
<p>Stage fire protection measures, details differing from one region to another, have been established, codified and enforced throughout the world and have changed little over the past 100 years. Technological advancements in both stagecraft and fire protection systems have led to a need in the theater community to study the current state of theater fire protection requirements.</p>
<p><span id="more-6878"></span>The objective of this study was to assess the level of protection afforded by stage active fire protection measures, as prescribed by the International Building Code (IBC), NFPA 80 <em>Standard for Fire Doors and Other Opening Protectives</em>, and as implemented in current design practice in the event of a fire in the stagehouse of a proscenium theatre. This study identifies (1) the magnitude of fire necessary to activate the automatic fire protection systems including rate-of-rise heat detectors, sprinklers, fire curtain, and roof vents; (2) the activation order of the fire protection systems; (3) whether or not tenable conditions are maintained for occupants evacuating an auditorium for a sufficient period of time; (4) whether the prescriptive criterion for sizing the natural vents (i.e., vent size equal to 5 percent of a stage area) is appropriate; (5) whether the suppression system and the roof ventilation system provide an additive level of safety or counteract one another; and (6) which fire safety measures have the greatest overall impact on the life/fire safety in a theatre.</p>
<p>Computational fluid dynamics (CFD) has been utilized to examine fire conditions and to assess the effectiveness of the fire protection systems provided within a stage. The input data including representative theater dimensions, fuel loads, and fire scenarios have been determined by a survey of theatre design professionals.</p>
<p>The Fire Research Division at the National Institute of Standards and Technology (NIST) studies fire science and fire safety engineering, and develops products and data that supports innovation and safety in the built and natural environment. The Fire Research Division has been developing what is called the Fire Dynamic Simulator (FDS) CFD model that has been optimized for use in simulating the effects of fire. FDS solves numerically a form of the Navier-Stokes equations for low speed, thermally driven flows such as occur during, and as a result of, fires. The program is available free from NIST and is used world-wide, essentially becoming the standard for fire CFD in the built environment. The model has been updated regularly since its public release in 2000. In the Arup Theatre Fire study FDS V5.2.4 was utilized.</p>
<p><strong>The Data</strong></p>
<p>The Arup team needed the input data to build the computer models. It was decided early on that the models would need to be representative of theatres being built today, with currently mandated code requirements since the goal was to look at the performance of modern, current fire protection systems. For quality and relevant data, the assistance was provided from both American Society of Theatre Consultants (ESTA) members and the theatre consulting community through an online survey that gathered dimensional criteria for three theatre models—small, medium and large—which is summarized in the table below. Thirty five responses were returned, the results compiled and averaged, and the data turned into plans, sections and finally a three dimensional notional models to be dropped into the fire models.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5572/5572_files/fig_1.jpg" alt="" /></p>
<p>The survey asked respondents to rank the most likely location for the fire and materials involved in the conflagration, based on each individual&#8217;s experience or knowledge. Several Technical Directors around the country offered material lists from recent shows in their proscenium theaters. Rationalizing the responses, three locations for the fire were proposed: (1) center stage at floor level, (2) center stage approximately 25&#8242; above the stage involving flown scenery, and (3) in the stage wings at stage level. Based on the survey results, it was determined that of the common materials on stage including muslin, wood, plywood, vinyl, medium-density-fiberboard (MDF), masonite, (cardboard) sonotubes, velour and wool draperies, etc. A mix of 75 percent to 25 percent of natural and synthetic materials respectively was appropriate and representative of sensible &#8220;scenery stuff&#8221; and the team utilized this information to define the combustion properties.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5572/5572_files/fig_2.jpg" alt="" /></p>
<p style="text-align: center;"><strong>Figure 1 &#8211; Rendering illustrating the dimensions and general layout of the medium theater models</strong></p>
<p>The code-mandated requirements were looked into in order to incorporate then into the fire models. Today in the United States, most jurisdictions are adopting the International Building Code (IBC) so this model code served as the basis for the fire protection systems in our theatre model. The primary life safety features required for proscenium type theaters with stages greater than 1,000 ft<sup>2</sup> in plan, and more than 50 feet high include:</p>
<ul>
<li>• Proscenium wall opening protection by a fire curtain or water curtain activated by rate-of-rise heat detectors and by manual operation.</li>
<li>• Sprinklers at the roof and under the gridiron, as well as under catwalks and galleries if they are more than 4 feet in width.</li>
<li>• Stage smoke ventilation by natural means with vents sized at no less than 5% of the stage area, or mechanical smoke evacuation designed to maintain the smoke layer above the highest level of the seating or the top of the proscenium opening.</li>
<li>• Stages with a roof height less than 50 feet are not required to employ a fire safety curtain, although the rest of the requirements (sprinklers, ventilation, etc.) are.</li>
</ul>
<p>At this point it is worth recalling that: (1) the study is focused on the proscenium stage, (2) all ignition sources in the model are on the stage (center or in the wings) or in the flytower, and (3) all the fire protection systems are in the stagehouse. Although the study would examine each of the principal life safety measures listed above and the way in which they interact, the objective of the study was the broad determination of whether the code requirements make sense in the theatres in which we create, work, perform and are entertained.</p>
<p><strong>The Fire Modeling</strong></p>
<p>Prior to modeling, a calibration study was done to determine the optimal cell size and approximate calculation accuracy. A series of models were set up to recreate the results from the set of fire tests that were conducted previously by Underwriters Laboratories on the interaction of sprinklers, smoke vents and draft curtains.</p>
<p>The first step, the results of which will be touched on below, was to study the placement of devices, including sprinklers, heat detectors, and fusible links and determine what conditions were necessary for each of them to activate and in what order they would likely activate. A series of &#8220;sensors&#8221; were placed in each model to represent sprinklers, heat detectors and fusible links that are commonly found on stages. Activation times for these various detectors were calculated in the model and/or during post processing. Temperature rating and the Response Time Index (RTI) were specified for each sensor.</p>
<p>The RTI is a relative measure of how long it takes for a fusible element, such as a sprinkler, to activate. The RTI is affected by the mass, surface area and geometry of the element. A lightweight thin element would have a lower RTI than a thicker, heavier element. RTI&#8217;s range from 70 to 450 ft<sup>½</sup>s<sup>½</sup> for most sprinklers, with quick response sprinklers at the lower end of 70 to 90 ft<sup>½</sup>s<sup>½</sup> and standard response typically in the range of 150 to 250 ft<sup>½</sup>s<sup>½</sup>. Sprinklers were located at grid level and ceiling level with an activation temperature of 165°F. Rate of rise detectors were located on the wall above the proscenium opening, 6 inches below the ceiling and on the ceiling just upstage of the proscenium opening. &#8220;Fusible links&#8221; were located every 10 feet along the safety curtain release line at a slightly higher resolution than that required by NFPA 80 (one every 15 feet) and at the hatches for roof venting.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5572/5572_files/fig_3.jpg" alt="" /></p>
<p style="text-align: center;"><strong>Figure 2 &#8211; Rendering of the medium theater model highlighting the placement of &#8220;sensors&#8221; (yellow, blue, and red spheres) throughout the stagehouse</strong></p>
<p>The second step in the study was to determine which fire safety measures have the greatest overall impact on the life/fire safety in a theatre. This has been semi-quantitatively evaluated by determining the effects of system failures or omissions. Initially a baseline level of performance is established through the modeling of the effects of the stage-based fire safety measures operating as intended or designed in response to a series of assumed design fires. Once the baseline is established, each of the systems is modeled to fail to activate properly or is omitted from the design altogether. This approach allows the positive contributions of each fire safety measure to be qualified, if not quantified, in order to provide a means for ranking the contribution of each of the measures to achieving fire and life safety objectives.</p>
<p><strong>The Results</strong></p>
<p><span style="text-decoration: underline;">First Step of Study</span></p>
<p>The results from the first step of the study were analyzed to determine when it may be expected that life safety devices are activated and what this event would correspond to in relation to fire growth and fire size. The results of the modeling have been summarized in the graph below—although a graph has been developed for each size theater and for each fire scenario examined, the single example below will be used for illustration in this article. The graph illustrates the relationships between the time when items are expected to operate relative to each other and their respective RTI&#8217;s. Most importantly, the red dash-dot line represents the time when smoke would be expected to spill from under the proscenium if the fire safety curtain or roof venting has not yet activated. This was taken as a critical event in assessing the effectiveness of the fire safety curtain or stage emergency ventilation in preventing smoke spread and accumulation in the auditorium.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5572/5572_files/fig_4.jpg" alt="" /></p>
<p style="text-align: center;"><strong>Figure 3 &#8211; Exemplar graph of device activation results from the medium theater model for a center stage fire</strong></p>
<p>Several observations can be made from the graph. The results indicate that a rate-of-rise heat detector with an RTI less than approximately 70 would be required to either deploy the curtain or open the roof vents prior to smoke spilling. Reliance on fusible links alone would result in significant delays and hence increased life safety issues for the audience.</p>
<p>The data can also be interpreted to determine a critical RTI to assure that protection measures such as the fire safety curtain or flytower roof vents are deployed or activated prior to sprinkler activation—this, too, would be a critical event, as the cooling effects of sprinkler spray would be expected to delay subsequent activation of either smoke management system relying on either heat detectors or fusible links.</p>
<p>Not obvious in this chart, but expected, is the tendency of the ceiling sprinklers to activate prior to the under-grid sprinklers. This chart shows that the first under-grid sprinkler activates prior to the first ceiling sprinkler; however, this was true only for the under-grid sprinkler fully immersed in the fire plume (the fire is directly beneath the sprinkler). In general, the ceiling level sprinklers activated more rapidly than those under the gridiron.</p>
<p>There are also several general observations to be made regarding each of the theater types and fire scenarios:</p>
<ul>
<li>• A fire located on the stage resulted in a deep, but cool, smoke layer in the fly tower. This results in slower or delayed activation of the protection devices (such as rate of rise detectors and fusible links) relative to other fire scenarios and may result in the auditorium being exposed to high radiant heat levels unless the life safety systems are activated manually</li>
<li>• A fire in the rigging, conversely, resulted in higher temperatures closer to the safety devices resulting in earlier activation of life safety systems via automatic means</li>
<li>• In order to get the fire safety curtain and smoke hatches to activate prior to smoke spillage, a rate of rise heat detector with an Ultra Fast RTI would be required and the preliminary results indicate that ceiling mounted detectors provide quicker response than those on the walls</li>
<li>• The fusible links in the fire curtain safety line are unlikely to activate in any of the fire scenarios</li>
</ul>
<p>The full report for the first step of the study can be found at the <a href="http://www.nfpa.org/assets/files/pdf/research/theatre.pdf" target="_blank">NFPA website</a>.</p>
<p><span style="text-decoration: underline;">Second Step of Study</span></p>
<p>While the device activations were not modeled in the first step of the study, they were modeled to activate in the next step of the study. The key results of the first step in the modeling process are provided below.</p>
<ul>
<li>• The visibility contours from the vent failure model and the sprinkler failure model are compared in Figure 4. This shows the operation of the roof vents is most critical in providing a safe environment in the auditorium for egress of the theatre occupants/patrons.</li>
<li>• Figure 4 shows that a fire safety curtain alone is inadequate to stop smoke from spreading to the auditorium completely, although the fire curtain restricts air movement reducing the rate of smoke spread to the auditorium.</li>
<li>• The fire safety curtain and roof vents are fire and life safety systems that are intended to work in tandem. Alternate strategies that employ only ventilation or stage exhaust in lieu of a fire safety curtain require a thorough analysis to be completed to establish acceptable fuel loads and fire sizes. Such an approach would also likely call for a detailed fuel management program that might, in turn, reduce the flexibility in theatrical use of the space. As scenic elements/arrangements are changed, such spaces should require special analysis for each production as to whether the modified arrangement would produce smoke/fire exceeding the capacity of a smoke control system provided.</li>
<li>• The results show that the late activation of the roof vents may result in unsafe conditions for egress in the auditorium. This indicates that the roof vents need to be activated as early as possible by the rate-of-rise heat detectors and/or by a means of manual activation.</li>
<li>• As can be seen in Figure 4, delayed activation of sprinklers and even failure of sprinklers to operate can be tolerated in terms of a life safety provided the fire safety curtain and/or roof vents are designed properly and actuated rapidly to preclude smoke spread to the auditorium.</li>
<li>• Activation of the roof vents and the fire curtain by rate-of-rise heat detectors provides the most rapid means for system deployment (notwithstanding manual operation) thereby increasing the likelihood of maintaining a tenable environment within the auditorium regardless of the presence or successful operation of sprinklers.</li>
<li>• Opening of the stage roof vents by means of rate-of-rise heat detectors will likely precede the activation of sprinklers; open roof vents will tend to delay in actuation of sprinklers.</li>
<li>• While the activation of sprinklers is not essential to the effective operation of the roof vents and fire safety curtain or the maintenance of a tenable environment within the auditorium, sprinklers are key to limiting the ultimate magnitude of the fire, protecting the integrity of the structure, and limiting property damage and losses.</li>
<li>• No automatic means of fire protection systems were activated when the fire occurred in the center of a stage in the large-sized theatre, indicating human intervention and manual activation of stage fire safety systems become increasingly important as the size of the theatre increases. Theatres falling into the &#8220;large&#8221; classification require special consideration because of the potential delays in system activation owing to the height of the stage.</li>
</ul>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5572/5572_files/fig_5.jpg" alt="" /></p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5572/5572_files/fig_6.jpg" alt="" /></p>
<p style="text-align: center;"><strong>Figure 4 &#8211; Comparison of visibility contour between the case of the roof vent failure and the case of the sprinkler failure (Plan view taken 6 feet above the highest walking surface in the auditorium at 600 seconds [Center Stage Fire - Medium Theatre]) </strong></p>
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		<title>Ways to Avoid Chromaticity Shift on Touch Screens</title>
		<link>http://www.knovelblogs.com/2012/12/06/ec-ways-to-avoid-chromaticity-shift-on-touch-screens/</link>
		<comments>http://www.knovelblogs.com/2012/12/06/ec-ways-to-avoid-chromaticity-shift-on-touch-screens/#comments</comments>
		<pubDate>Thu, 06 Dec 2012 15:12:01 +0000</pubDate>
		<dc:creator>Glenn Galvan</dc:creator>
				<category><![CDATA[Computer Hardware Engineering]]></category>
		<category><![CDATA[Engineering cases]]></category>
		<category><![CDATA[computer hardware engineering]]></category>

		<guid isPermaLink="false">http://www.knovelblogs.com/?p=6765</guid>
		<description><![CDATA[As a hospitalized patient is waiting for the real-time radiology results for his or her knee, the orthopedic surgeons are trying to determine which ligaments on the knee have been sprained or torn. To evaluate the trauma, the surgeons have to rely on clear and discernible color images produced by the flat panel displays. The... <a class="moretag" href="http://www.knovelblogs.com/2012/12/06/ec-ways-to-avoid-chromaticity-shift-on-touch-screens/"> Continue Reading &#187; </a>]]></description>
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<p>As a hospitalized patient is waiting for the real-time radiology results for his or her knee, the orthopedic surgeons are trying to determine which ligaments on the knee have been sprained or torn. To evaluate the trauma, the surgeons have to rely on clear and discernible color images produced by the flat panel displays. The &#8220;human factors&#8221;<sup>1</sup> of the display are vital here. The different shades of color help the doctors determine which ligaments have been strained or torn.</p>
<p><span id="more-6765"></span>The medical industry is a good example, along with the aerospace industry, of a field in which the human factor of the displays is vital to discern images and colors so that the user, surgeon, or pilot can evaluate them and respond appropriately. With so many different technologies being introduced in visual displays and touch screens, their human factor performance can be affected adversely. Integrating the two technologies can introduce challenges for system designers and integrators. This article will discuss some of the challenges in integrating the two technologies and discuss an anomaly known as chromaticity shift. First it is necessary to frame the issue by briefly discussing the two key subsystems: the displays<sup>2</sup> and touch screens.</p>
<p><strong>Displays</strong></p>
<p>Visual displays have been in use for a long time, and the list of types keeps growing: cathode ray tubes (CRTs), plasma, liquid crystal displays (LCDs), organic light-emitting diodes (OLEDs), E-Ink, liquid crystal on silicon (L-COS),<sup>3</sup> and translucent, among others. All of these types have proprietary unique designs and processes in which the wavelengths of the light propagated can be distinct. For the output light from the visual displays to be processed, the light has to penetrate through unique materials such as the liquid crystal, phosphor, polarizing<sup>4</sup> lenses, thin films, ink, and light-emitting diode (LED) lenses, depending on the type of display technology. These unique differences in color performance can be measured and quantified, as will be discussed below.</p>
<p><strong>Touch Screens</strong></p>
<p>A touch screen is a surface that can be used to detect and sense a presence on a certain location by the touch of a finger or other types of object. The surfaces that can be used for a touch screen are glass- and polymer-based materials. The types of touch screens a designer can encounter are resistive, capacitive sensors,<sup>5</sup> optical, and sound as in surface acoustic wave (SAW) and optical projection, among others. All of these types of touch screens have unique coatings and thin films to operate and process light or wavelengths for a certain behavior. With so many unique materials and thin films to process the wavelengths of light, optical issues can occur. Furthermore, with the key proprietary thin films that are derived from the manufacturers for the operation of the touch screens, additional degradation can be seen. The human factor of the display and the touch screen system can be affected dramatically (see Figure 1).</p>
<p style="text-align: center;"><strong>Figure 1 Touch Screen and Display</strong></p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5218/5218_files/fig_1.jpg" alt="" /></p>
<p><strong>Compatibility Issues and Chromaticity Shift</strong></p>
<p>When system designers or integrators combine the display and touch screen technologies, optical losses occur immediately. The types of optical losses and degradations that can appear are luminance and contrast loss, hue and chroma degradation, sparkling phenomenon, and chromaticity<sup>6</sup> changes or shifts.</p>
<p>Color or chromaticity shifts can occur when the output light wavelengths of the display are interfered with by the reflection of the front and back edges within the thin films of the touch screen. As a result, the output color from the combined system has changed or shifted from the original color in the display.</p>
<p>In some industries chromaticity shift may not be critical; however, in other industries, as was mentioned above, the ability of the brain to interpret the colors correctly can be vital. It can be a matter of life or death, especially in cockpit displays,<sup>7</sup> for flight engineers, and for air traffic controllers. The display of reds and greens has to be as precise and true as possible as specified in aircraft industry standards. Those standards specify where chromaticity values have to exhibit for the combined system of a display and touch screen.</p>
<p><strong>Causes of Chromaticity Shift</strong></p>
<p>As with many type of touch screens, a vast number of types of materials are used for antireflective, antiscratch, and antiglare coatings, along with directional thin films to enhance the visual effects of a display image. Undesirable phenomena can occur with these coatings and films. An example is thin film interference, both constructive<sup>8</sup> and destructive, by which a new wave can be created from the reflection of the edges of the coatings. These new waves could introduce changes in wavelength and in chromaticity values from the original wavelengths emanating from the displays. Examples of abnormalities of colors from displays with touch screens include pink for reds and yellowish for greens and even a slight purple for blues. The color changes can be calculated analytically or measured by utilizing a color analyzer or a spectrophotometer. Color metrology is the preferred method for measuring these chromaticity changes.</p>
<p><strong>Color Metrology for Chromaticity Shift</strong></p>
<p>Some knowledge of optical physics, quantum mechanics, and chromatography is needed to measure the color performance of a display and touch screen system. A couple of methods can be used to measure chromaticity shift in these systems. We will assume the color analyzer method and utilize the CIE 19319 chromaticity diagram using x, y, Lv (Figure 2).</p>
<p style="text-align: center;"><strong>Figure 2 CIE 1931 x, y Chromaticity Diagram</strong></p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/5218/5218_files/fig_2.jpg" alt="" /></p>
<p>Measuring chromaticity shift is simple, but mitigating its effects can be challenging. The preferred method for measuring this phenomenon is as follows:</p>
<ol>
<li>Utilizing the color analyzer, measure the display&#8217;s chromaticity values (x, y, Lv) at red, green, blue (RGB<sup>10</sup>) and the white color balance at different color temperatures. Compare the values measured to the C.I.E. diagram.</li>
<li>Attach the touch screen to the display and remeasure all of the chromaticity values. Note any differences.</li>
</ol>
<p>The noted difference in chromaticity values between the display and the combined display and touch screen system for a particular color measurement is referred to as chromaticity shift. Statistical methods can be used to attain better accuracy on how much color shift there is in a system.</p>
<p><strong>How to Resolve and Mitigate Chromaticity Shift</strong></p>
<p>This is not a straightforward issue to resolve as the system engineer or integrator needs to examine the different layers of the thin films within the touch screen. He or she needs to determine and define the layers and complete an interference analysis of the thickness of the films and coatings. System engineers more than likely will have to work with the touch screen supplier to eliminate or lessen the thickness of certain thin films or coatings such as the antiglare or antireflective coatings<sup>11</sup> to determine which will look best with minimal chromaticity shift.</p>
<p>If the system engineer cannot resolve it and has time, the technology of the touch screen can be changed as certain types are more impervious to the chromaticity shift phenomena. Optical or surface acoustic wave touch screens are less prone to optical degradation because of their lack of indium tin oxide (ITO) or conductive plating films. One must be aware that different touch screen technologies have much different behavior in terms of their touch capabilities and features. Any technology changes require a thorough reevaluation of the entire display and touch screen system, including the touch screen controller hardware and software for the intended platform.</p>
<p>A worst case scenario and a last resort solution when all else fails would be to replace the display. This potential solution is very cumbersome and may take time to implement. Again, this major change would require a thorough reevaluation of the entire display and touch screen system, including the video/display controller hardware and software for the intended platform.</p>
<p><strong>Recommendations and General Tips for Integrating Touch Screens</strong></p>
<ol>
<li>Know the system and platform requirements along with the industry standards (aerospace, medical, commercial).</li>
<li>Define the features that the touch screen system needs to support.</li>
<li>Determine the physical size and thickness of the touch screen.</li>
<li>Determine the technology of the touch screen system (resistive, capacitive, etc.).</li>
<li>Specify a touch sensor controller. Touch suppliers usually have them as they are combined with their touch screens.</li>
<li>Specify enhancement films and coatings and determine their thicknesses along with a layer specification for the touch screen.</li>
<li>Create a detailed drawing and specification of the touch screen system. Include wiring, schematics, and performance parameters for the system.</li>
<li>Determine a mounting method for the touch screen. Note active, visible, and nontouch areas of the touch screen and ensure that they are compatible with the display.</li>
<li>Complete operational and optical evaluation of the display and touch screen system, including any optical losses and degradation, including chromaticity shift.</li>
<li>Complete any off-angle chromaticity shift for wide view angle clarity.</li>
<li>Use your own eyes for any visible anomalies. Inspect the system.</li>
<li>Work closely with the supplier to resolve issues and ensure that designs are manufactured for the intended applications.</li>
</ol>
<p>In summary, optical degradation of chromaticity can be apparent in display and touch screen systems in which many layers of thin film coatings have been applied to the glass or plastic. This particular anomaly, depending on the type of platform, can be critical. By using the color metrology method described above, a system engineer or integrator can quantify it and mitigate its effects by eliminating or adjusting the thickness of certain thin films to exhibit a desired effect.</p>
<p>As technologies change and improve for upcoming types of displays, these types of anomalies will occur more often, and a system designer needs to be equipped to resolve them if and when this happens.</p>
<hr />
<p>1. Salvendy, Gavriel. <em>Handbook of Human Factors and Ergonomics</em>, 3rd ed. Hoboken, NJ: John Wiley &amp; Sons, 2006, section 57.5.4.1. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=2488&amp;VerticalID=0" target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=2488&amp;VerticalID=0</a>.</p>
<p>2. Lee, Jiun-Haw, Liu, David N., and Wu, Shin-Tson. <em>Introduction to Flat Panel Displays</em>. Chichester, UK: John Wiley &amp; Sons, 2008, section 1.41. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=4504&amp;VerticalID=0." target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=4504&amp;VerticalID=0.</a></p>
<p>3. Lueder, Ernst. <em>Liquid Crystal Displays: Addressing Schemes and Electro-Optical Effects</em>, 2nd ed. Chichester, NY: John Wiley &amp; Sons, 2010, section 16.3. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=4508&amp;VerticalID=0." target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=4508&amp;VerticalID=0.</a></p>
<p>4. Bass, Michael, DeCusatis, Casimer, Enoch, J., et al. <em>Handbook of Optics. Volume I: Geometrical and Physical Optics, Polarized Light, Components and Instruments</em>, 3rd ed. New York: McGraw-Hill, 2010, section 28.4.5. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=2839&amp;VerticalID=0." target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=2839&amp;VerticalID=0.</a></p>
<p>5. Wilson, Jon S. <em>Sensor Technology Handbook</em>. Burlington, MA: Elsevier, 2005, section 8.2. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=1659&amp;VerticalID=0." target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=1659&amp;VerticalID=0.</a></p>
<p>6. Kaplan, Steven M. <em>Wiley Electrical and Electronics Engineering Dictionary</em>. Hoboken, NJ: WileyIEEE Press, 2004. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=3663&amp;VerticalID=0." target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=3663&amp;VerticalID=0.</a></p>
<p>7. Moir, Ian, and Seabridge, Allan. <em>Military Avionics Systems</em>. Hoboken, NJ: John Wiley &amp; Sons, 2006, section 9.5.5. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=1428&amp;VerticalID=0." target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=1428&amp;VerticalID=0.</a></p>
<p>8. Hariharan, P. <em>Optical Interferometry</em>, 2nd ed. Amsterdam and Boston: Academic Press, 2003, section 2.10. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=3534&amp;VerticalID=0." target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=3534&amp;VerticalID=0.</a></p>
<p>9. Lee, Liu, and Wu, 2006, section 2.3.2.</p>
<p>10. Lee, Liu, and Wu, 2006, section 2.3.2.</p>
<p>11. SVC-54<sup>th</sup> Annual Technical Conference Proceedings. Society of Vacuum Coaters. Chicago: April 1621, 2011, section 44. Online version available at<br />
<a href="http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=4536&amp;VerticalID=0." target="_blank">http://www.knovel.com/web/portal/browse/display?_EXT_KNOVEL_DISPLAY_bookid=4536&amp;VerticalID=0.</a></p>
</div>
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		<title>Chemical EOR &#8211; A New Dawn for the Oil Production Industry</title>
		<link>http://www.knovelblogs.com/2012/11/29/ec-chemical-eor-a-new-dawn-for-the-oil-production-industry/</link>
		<comments>http://www.knovelblogs.com/2012/11/29/ec-chemical-eor-a-new-dawn-for-the-oil-production-industry/#comments</comments>
		<pubDate>Thu, 29 Nov 2012 15:02:28 +0000</pubDate>
		<dc:creator>Henry Craddock</dc:creator>
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		<description><![CDATA[Enhanced Oil Recovery is not a new process and it has been utilized by the Oil and Gas industry for several decades, particularly in the use of water flooding as a secondary recovery measure to ensure maintenance of reservoir pressure. Adding water to an oil reservoir may seem an odd thing to do- anything added... <a class="moretag" href="http://www.knovelblogs.com/2012/11/29/ec-chemical-eor-a-new-dawn-for-the-oil-production-industry/"> Continue Reading &#187; </a>]]></description>
			<content:encoded><![CDATA[<p style="text-align: left;">Enhanced Oil Recovery is not a new process and it has been utilized by the Oil and Gas industry for several decades, particularly in the use of water flooding as a secondary recovery measure to ensure maintenance of reservoir pressure.</p>
<p style="text-align: left;"><span id="more-6680"></span>Adding water to an oil reservoir may seem an odd thing to do- anything added to the reservoir should aid in maintaining reservoir pressure, so why add water, as oil and water do not mix? The problem is that most oil reservoirs are solution gas driven, this means that as the oil is produced the reservoir pressure is reduced and the gas that was held in solution is released and expands. This process drives the oil to the producing wells, however the gas is also free to flow and be produced. Once the gas is produced, the reservoir&#8217;s energy is lost and reservoir pressure is reduced. If this process is the only method of recovery, it will only yield up to 20% of the reservoirs total volume. Water flooding is used in a controlled fashion to maintain and reverse this loss of pressure, and if properly designed can double the recovery values up to 40%.<sup>2</sup> All of this sounds very good and highly feasible, however, there are many obstacles to good recovery rates from water flooding, not least the type of reservoir.</p>
<p style="text-align: center;"><strong>This Engineering Case is Premium Content. To Read the Full Article, Click<a href="http://pages.knovel.com/ChemicalEOR" target="_blank"> Here.</a></strong></p>
<p style="text-align: center;"><strong></strong><em>Otherwise, you can wait 2-3 weeks for this case to publish publicly on <a href="http://engineeringcases.knovelblogs.com/" target="_blank">Knovel&#8217;s Engineering Cases Blog.</a></em></p>
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		<title>Performance of Revolver Handgun Using Shotgun Ammunition</title>
		<link>http://www.knovelblogs.com/2012/11/20/ec-performance-of-revolver-handgun-using-shotgun-ammunition/</link>
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		<pubDate>Tue, 20 Nov 2012 16:52:25 +0000</pubDate>
		<dc:creator>Alan Cross</dc:creator>
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		<guid isPermaLink="false">http://www.knovelblogs.com/?p=6635</guid>
		<description><![CDATA[Law enforcement officers carry handguns in their day-to-day activities, and those handguns are selected on the basis of manufacturers&#8217; performance data and personal shooting experience. Additionally, the weapons must be proved adequate for offensive and defensive use in almost any situation involving armed criminals. Choosing an effective weapon often requires examining a wide variety of... <a class="moretag" href="http://www.knovelblogs.com/2012/11/20/ec-performance-of-revolver-handgun-using-shotgun-ammunition/"> Continue Reading &#187; </a>]]></description>
			<content:encoded><![CDATA[<div id="engcase">
<div class="entry">
<p>Law enforcement officers carry handguns in their day-to-day activities, and those handguns are selected on the basis of manufacturers&#8217; performance data and personal shooting experience. Additionally, the weapons must be proved adequate for offensive and defensive use in almost any situation involving armed criminals.</p>
<p><span id="more-6635"></span>Choosing an effective weapon often requires examining a wide variety of what appear to be the outstanding capabilities of the weapon of choice. Thus, that weapon must have reliability, accuracy, a rapid firing capability, a large magazine capacity, and excellent penetration capability and stopping power. Many of these data are available from the manufacturers, but experience and observation of performance on the range also play an important role. The choices made are usually revolvers or semiautomatic handguns that fire that have a single propellant charge, a single bullet, and a magazine of variable capacity.</p>
<p>However, a revolver has become available that has a magazine capacity of six .410-bore shotgun shells, each with a single propellant charge and four 0.361-inch-diameter spherical in-line lead projectiles. This type of handgun has a much greater probability of hitting its target than does a conventional handgun firing conventional single-bullet ammunition because of the multiple rather than single projectiles discharged from the muzzle each time it is fired. The velocity of the multiplicity of shot discharged from the .410 handgun is 1200 feet per second (FPS), which may be somewhat greater than the velocity of the shots from most but not all handguns that fire conventional single-bullet ammunition. As a result, the combination of higher velocity and lower weight of the individual projectiles of the .410 ammunition compensates for the heavier weight and lower velocity of the heavier-weight bullets used in conventional handguns. Therefore, the penetration capabilities of the .410 are about the same as those of conventional handguns that fire single-bullet ammunition. This characteristic is particularly important in situations in which the target is shielded by glass or metal enclosures or when other obstacles have to be penetrated before the target can be reached.</p>
<p>However, other characteristics of importance also must be considered. Among these,<br />
accuracy may be the most important. Although the number of hits made with each firing of the .410 may be greater when the targets are close to the shooter, this may not be the case with more remote targets, which can be hit with greater accuracy with conventional handguns and ammunition. The .410 shotgun shell revolver is at a disadvantage in these situations.</p>
<p><strong>Target Shot Distribution Data</strong></p>
<p>Shot distribution data for various shooter-to-target distances for the.410-bore shotgun shell revolver are given in Table 1.</p>
<p style="text-align: center;"><strong><em>Table 1: .410 Bore Shotgun Shell Revolver Shot Distribution Data</em></strong><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/4911/4911_files/tbl_1.jpg" alt="" /></p>
<p><strong>Calculated Shot Grouping Data</strong></p>
<p>A measure for weapon accuracy and the proficiency of a shooter is twofold. First, the shots fired must be close to the aiming point, and second, the placement of multiple shots must lie within a circle, centered at the aiming point, that has as small a diameter as possible, preferably no more than 3 inches. This is possible for the .410 shot shell revolver even if the shooter is an inexperienced one, but only when the target is reasonably close to the shooter &#8211; say, about 15 feet &#8211; but is entirely possible at much greater ranges &#8211; say, about 75 feet &#8211; for an experienced shooter using a conventional .45 semiautomatic handgun that fires conventional ammunition.</p>
<p>Although Figure 1 provides the observed shot grouping diameter for only a single .410 round, it was of interest that the shot grouping for this round corresponded reasonably well with the calculated shot groupings at various shooter-to-target distances, as indicated by the curve in that figure, which was generated from Equations 1 through 5. The pertinent variables needed to estimate the shot groupings are as shown in the definitions of terms for Equations 1 through 5. The muzzle velocity is dependent on propellant weight, projectile weight, barrel length, barrel diameter, and muzzle velocity. The variables indicated and the relationships between variables are discussed at length elsewhere.<sup>1</sup> However, the muzzle velocity of the shot shells is already known from data obtainable from the manufacturer, so that the calculations referred to are unnecessary at this time and shot grouping diameters can be calculated from Equations 1 through 5:</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/4911/4911_files/eq_1.jpg" alt="" /></p>
<p style="text-align: center;"><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/4911/4911_files/fig_1_2.jpg" alt="" /><strong><em>Figure 1 and 2: (top) Shot grouping diameter for a .410 round. (bottom) Four-shot cluster for a shot shell cartridge</em></strong></p>
<p>It has been assumed in Equations 1 through 5 that despite the fact that the shots in the shot shell cartridge are arranged in a row of four, the shots leave the muzzle as a four-shot cluster, as shown in Figure 2. As a result, the surrounding air passes horizontally and vertically through the cluster as shown, causing the shot to be displaced vertically and horizontally as a result of the passage of air through the spaces between the shots in the cluster at a velocity equal to the velocity of the shot:</p>
<ul>
<li>(Re) = Reynolds number, unitless</li>
<li>(Dshot) = shot diameter, feet</li>
<li>(Vair) = air velocity in spaces in .410 shot cluster, feet/second</li>
<li>(Dens. air) = air density, pounds/cubic foot</li>
<li>(Visc. air) = viscosity of air, pounds/foot second</li>
<li>(Shot drag) = air drag on shot, pounds</li>
<li>(Cd) = drag coefficient<sup>2</sup>, unitless</li>
<li>(Acc.shot) = shot acceleration caused by air drag, feet/second<sup>2</sup></li>
<li>(D) shot grouping = diameter enclosing shots on target, feet</li>
<li>(L target) = distance of target from shooter, feet</li>
<li>(t) = travel time from shooter to target, seconds</li>
</ul>
<p><strong>Steel Plate Penetration Calculations</strong></p>
<p>Equations 6 through 8indicate the steel plate penetration capability of the individual 70-grain shot pellets fired from the .410 shotgun shell revolver so that they can be compared with that of the single 230-grain bullet fired from a conventional .45 semiautomatic handgun. The penetration data do not account for the effects of bullet or shot deformation, although the latter could reduce the calculated penetrations significantly.</p>
<p><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/4911/4911_files/eq_2.jpg" alt="" /></p>
<p>Where:</p>
<ul>
<li>(Fshot) = impact force on steel plate, pounds</li>
<li>(Wshot) = shot weight, pounds</li>
<li>(Acc.)shot = shot deacceleration resulting from impact force (F), feet/second<sup>2</sup></li>
<li>(g) = acceleration of gravity = feet/second<sup>2</sup></li>
<li>(Vshot) = shot velocity at impact = feet/second</li>
<li>(Lplate) = thickness of steel plate, feet</li>
<li>(Dprojectile) = projectile diameter before impact, inches</li>
<li>(Sshear) = shear stress<sup>3</sup> for annealed steel plate with 0.2 % carbon</li>
</ul>
<p>&nbsp;</p>
<p><strong>Performance Data and Conclusions</strong></p>
<p>Comparative performance data for a shot shell revolver and a conventional .45 semiautomatic handgun are given in Table 2, and targets for both are shown in Figures 3 and 4.</p>
<p style="text-align: center;"><strong><em>Table 2: Comparative Handgun Data</em></strong><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/4911/4911_files/tbl_2.jpg" alt="" /></p>
<p>&nbsp;</p>
<p style="text-align: center;"><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/4911/4911_files/fig_3.jpg" alt="" /><strong><em>Figure 3: Target cluster for a .410 shot shell revolver</em></strong></p>
<p style="text-align: center;"><img class="aligncenter size-full wp-image-889" src="http://www.knovel.com/contentapp/pdf/4911/4911_files/fig_4.jpg" alt="" /><strong><em>Figure 4: Target cluster for a .45 semiautomatic</em></strong></p>
<p><strong>Conclusions</strong></p>
<p>&nbsp;</p>
<p>Although the shot shell revolver provides a means of assuring the infliction of serious multiple damage to a target at close range &#8211; say, 10 to 20 feet &#8211; when used by an inexperienced shooter, the severity of the damage would be minimal compared with that attainable by an experienced shooter firing a weapon such as a .45 semiautomatic even at much greater ranges of 75 feet or more. Therefore, the .45 or a comparable weapon would be the carry weapon of choice for an experienced shooter and the .410 shotgun shell revolver would be the carry weapon of choice for an inexperienced shooter.</p>
<p><strong>Notes</strong></p>
<ol>
<li>Cross, Alan. Removal of Fouling Deposits on Heat Transfer Surfaces in Coal Fired Process Heaters and Boilers. <em>Chemical Engineering</em>, vol. 116, no. 7, p. 44, 2009.</li>
<li>Binder, R. C. <em>Fluid Mechanics</em>, 2nd ed. Englewood Cliffs, NJ: Prentice-Hall, 1956, p. 173.</li>
<li><em>Marks&#8217; Standard Handbook for Mechanical Engineers</em>, 10th ed. New York: McGraw-Hill, 1978, pp. 1315.</li>
</ol>
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