In North America, the apparent thermal conductivity (and R-value) of building insulation materials is commonly reported at a mean temperature of 24°C (75°F) and practitioners typically assume thermal properties remain constant over the range of temperatures that are experienced in building applications. Researchers have long known and acknowledged the fact that the thermal properties of most building insulation materials change with temperature. There has been little more than academic reason to measure and report this effect. However, interest in temperature-dependent thermal performance has grown with the introduction of new materials, increasing concerns regarding energy performance, and the development of tools transient energy, thermal, and hygrothermal simulation software packages (e.g. Energy Plus, HEAT2, WUFI etc.) that have capacity to account for temperature-dependence. Continue reading by clicking the Download link to the left.
Presented at the 15th Canadian Conference on Building Science and Technology.
Seminar on Bomb Blast Resistant Structure by Shantanu PatilShantanu Patil
The design of civilian or commercial buildings to withstand the effects of a terrorist blast is unlike the design of military installations or the design of embassy buildings. The objectives of the “Structural Engineering Guidelines” for the Design of New Embassy Buildings are to prevent heavy damage to components and structural collapse. Adherence to the provisions of the guidelines will minimize injuries and loss of life and facilitate the evacuation and rescue of survivors. The blast-protection objective of any commercial or public building must be similar to those of embassy structures, that is to prevent structural collapse, to save lives, and to evacuate victims.
Seminar on Bomb Blast Resistant Structure by Shantanu PatilShantanu Patil
The design of civilian or commercial buildings to withstand the effects of a terrorist blast is unlike the design of military installations or the design of embassy buildings. The objectives of the “Structural Engineering Guidelines” for the Design of New Embassy Buildings are to prevent heavy damage to components and structural collapse. Adherence to the provisions of the guidelines will minimize injuries and loss of life and facilitate the evacuation and rescue of survivors. The blast-protection objective of any commercial or public building must be similar to those of embassy structures, that is to prevent structural collapse, to save lives, and to evacuate victims.
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from CSI ETABS & SAFE with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2.The process of designing elements will not be revolutionised as a result of using Eurocode 2. Due to time constraints and knowledge, I may not be able to address the whole issues.
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from CSI ETABS & SAFE with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2.The process of designing elements will not be revolutionised as a result of using Eurocode 2. Due to time constraints and knowledge, I may not be able to address the whole issues.
A Statistical Approach to Optimize Parameters for Electrodeposition of Indium...Arkansas State University
A Statistical Approach to Optimize Parameters for Electrodeposition of Indium (III) Sulfide Films, Potential Low-Hazard Buffer Layers for Photovoltaic Applications
Application of Design of Experiments (DOE) using Dr.Taguchi -Orthogonal Array...Karthikeyan Kannappan
The Taguchi method involves reducing the variation in a process through robust design of experiments. The experimental design proposed by Taguchi involves using orthogonal arrays to organize the parameters affecting the process and the levels at which they should be varies. Instead of having to test all possible combinations like the factorial design, the Taguchi method tests pairs of combinations. The Taguchi arrays can be derived or looked up. Small arrays can be drawn out manually; large arrays can be derived from deterministic algorithms. Generally, arrays can be found online. The arrays are selected by the number of parameters (variables) and the number of levels (states).
In this paper, the specific steps involved in the application of the Taguchi method will be described with example.
Photovoltaic thermal (PV/T) collectors with nanofluids and nano-Phase Change ...Ali Al-Waeli
The presentation is derived from my PhD viva presentation which focuses on the topic of Photovoltaic thermal (PV/T) collectors with nanofluids and nano-Phase Change Material.
Presented by: Dr. Ali Hussein A. Alwaeli
The aim of this experiment is to measurement linear thermal along z direction conductivity and to investigate and verify Fourier’s Law for linear heat conduction along z direction and we proved that K is inversely proportional with ΔT, and we have many errors in our experiment that made the result not clear.
Based on the rugged HUMIREL humidity sensor, HTG3535CH is a dedicated humidity and temperature plug and play transducer designed for OEM applications where a reliable and accurate measurement is needed. Direct interface with a micro-controller is made possible with the module’s humidity linear voltage and direct NTC outputs. HTG3535CH is designed for high volume and demanding applications.
Heat transfer area and Heat transfer cofficient (U)abdullahkhalid50
Working on the radiator of Suzuki Baleno 1999.
How to calculate the overall heat transfer coefficient (U)?
How to calculate the heat transfer area and compare it with the experimental data being collected.
A dynamometer was found to create 300 Watts of heat from friction every second. Thermal studies showed the resulting temperatures of the dynamometer over variable increments of time.
Statistics:
Six Sigma Value 2.49
Business Problems:
1. High reject cost
2. High WIP (space & potential benefit loss)
3. High defect ratio on rolling mill (rework & reject cost)
4. Customer complaints (end product potential performance failure)
The Players:
Casting process Supervisors & Operators, Steel making Assistant Manager & Manager, Technical Advisors from Mitsubishi Steel, Billet Inspection Supervisors
Solution:
By identifying the defect phenomenon meaning what cause it, where it occurs, how it occurs - gas entrapment type and mechanism, we managed to come up with solutuion to control the amount of gas involved during casting process by decreasing the mould powder humidity and also standardize the mould powder flow rate.
Result/Outcome:
Six Sigma value increased to 3.17 -> Lower reject ratio (5,700 to 2,000 ppm) or DPMO (162,172 to 47,155 ); Flat Bar reject ratio on rolling mill process (181,000 to 31,000 ppm).
Benefits:
Estimated cost reduction/saving 1.4 Billion annually.
Challenges:
1. Analysis challenge, it was my first big project when I joined the department, so it took time for me to really comprehend the whole process and also to establish hypothesis and then select solution
2. Trust issue from some of the operators, they saw me as a new guy and these people because they have been working for so long any changes introduced to them were also a challenge because they thought what they had been doing is the right thing, so it took time as well to really gain their trust.
Overcame Challenges:
1. I taught my self more statisic tools, six sigma methodology, read lots of journal regarding steel making process and its defects type as reference also most importantly continuously shared my ideas to my colleauges and assistant managers, supervisor, and my manager to gain insight.
2. I discussed with the operators regularly and really tried to get to know them. Shared my ideas whenever it's appropriate and also seek for their inputs to gain their trust.
Similar to Challenges Related to Measuring and Reporting Temperature-Dependent Apparent Thermal Conductivity of Insulation Materials (20)
Achieving the Passive House criteria on a high-rise, concrete-framed building located in Vancouver, BC.
Presented at the 2017 NAPHN Conference and Expo by Eric Catania, M.Eng., BEMP, CPHD, LEED AP BD+C, PHI Accredited Passive House Certifier.
Impact of Heating and Cooling of Expanded Polystyrene and Wool Insulations on...RDH Building Science
The thermal expansion and contraction of insulation products within conventional roof assemblies has been identified as a potential performance concern in the roofing industry. This movement can create gaps between insulation boards, which can short-circuit the insulation with respect to heat flow, and in conventional roof assemblies where the insulation also provides the substrate for the roofing membrane, insulation movement can also adversely affect the durability and integrity of the membrane and roofing system. Problems with creasing and ridging of membranes have been observed in the field, along with stress concentrations and holes around fixed penetrations. In particular, field observations have indicated that shrinkage of expanded polystyrene (EPS) insulation products may put undue stress on the roof membranes and could potentially affect the durability of styrene-butadiene-styrene (SBS) roof membranes.
To investigate these industry concerns regarding the potential effect of dimensional movement of EPS insulation on the performance of SBS membranes, laboratory testing was performed on conventional roof specimens in a purpose-built climate chamber. The roof assemblies were cooled and heated to evaluate the amount of insulation movement, and to then observe the impact of these temperature cycles on the roof assembly. This portion of the investigation in to this issue focused on recreation of the observed field condition (e.g., wrinkled membrane), and direct comparison of the relative performance of different insulation types as a first step towards determining the cause of the observed in-service wrinkling.
Presented at the 15th Canadian Conference on Building Science and Technology.
Guideline for the Two-Dimensional Simulation of Spandrel Panel Thermal Perfor...RDH Building Science
While the approach to thermal simulation of vision glazing areas is well documented by groups such as the National Fenestration Rating Council (NFRC), the approach to simulate opaque spandrel panels is not similarly documented. Furthermore, spandrel assemblies are substantially different from conventional
opaque wall assemblies (i.e., concrete, steel stud, wood stud, etc.). To address this industry need, RDH in partnership with the Fenestration Association of BC (FENBC) and funding from BC Housing has developed a procedure to determine spandrel panel U-factors using common industry tools and familiar methods. The methodology includes consideration of various spandrel panel arrangements and builds off the existing NFRC 100 simulation methodology. The objective of this procedure is to document a reasonably accurate and practical approach to determine opaque spandrel area U-values with higher precision and uniformity. This allows for both the accurate representation of these systems with regards to code compliance and
energy modelling, as well as the fair comparison of competing products.
Presented at the 15th Canadian Conference on Building Science and Technology.
State of the Art Review of Unvented Sloped Wood-Framed Roofs in Cold ClimatesRDH Building Science
Typical residential house construction in North America has long had vented attics above living space with the insulation and air control layer at the ceiling plane of the living space. Except for documented wintertime condensation issues in cold climates, such vented attics generally perform quite well, provided that they are ventilated adequately and air leakage from the interior is prevented. However, architects and designers are moving away from empty attics by using the attic space as conditioned storage or bonus rooms, or by designing larger interior volumes with cathedral ceilings. The practical challenges of ventilating cathedralized attics and cathedral ceilings have been significant, both because of increased geometrical complexity and because of the number of penetrations typically required for services.
Spray foam has been used successfully in tens of thousands of unvented roof assemblies throughout North America but some concerns remain in the building industry that these assemblies are inferior to ventilated roof assemblies. The National Building Code of Canada, in particular, makes it difficult for designers to use unvented roof assemblies, even using designs that are approved in similar building codes in the United States and have been proven to be durable, high-performing options. Over the past decade, the authors have been directly involved with studies of both 0.5 pcf (8 kg/m3) open cell spray foam, and 2.0 pcf (32 kg/m3) closed cell spray foam in unvented roof assemblies in various climates with continuous monitoring of temperature and moisture conditions. This paper provides a literature review of research that has been conducted on wood-framed sloped unvented roof assemblies, but will focus on results from a field monitoring study of sloped unvented wood roofs in partnership with the University of Waterloo, as well as a field survey that opened roofs and removed samples from aged unvented roof assemblies.
Presented at the 15th Canadian Conference on Building Science and Technology.
Solutions to Address Osmosis and the Blistering of Liquid-Applied Waterproofi...RDH Building Science
Waterproofing membranes are widely used in the building industry as a barrier for water entry into a building enclosure. Over the past two decades, waterproofing system failure due to osmotic blistering has occurred in some protected membrane/inverted roofing assemblies. Not all waterproofing membrane assemblies are at risk for this process and the authors have developed a test protocol to establish the relative risk level of waterproofing membranes to osmosis. Using this protocol, the osmotic flow rate of SBS, hot rubberized asphalt, PMMA, EPDM, TPO, HDPE, polyurea, asphalt emulsion, asphalt-modified polyurethane, and various other 2-component cold applied membranes was measured to determine a threshold osmotic flow rate for low risk waterproofing membrane systems.
In this research, a wide range of osmotic flow rates were obtained for the various membrane types. Most asphalt-modified polyurethane membranes consistently exhibit osmotic flow rates significantly higher than the low-risk threshold of ~0.0 g/m²/day (typically 1.4 to over 20 g/m²/day) after data corrections, which results in osmotic blistering and premature membrane failures. Some polyurea and asphalt emulsion membranes have flow rates above 2.0 g/m²/day with unknown long-term performance, while most other membranes that were tested have flow rates around 0.0 g/m²/day after data corrections from control samples. To reduce the potential for osmotic blistering over concrete, it is recommended that waterproofing membranes used in inverted roofing assemblies should have an osmotic flow rate near 0.0 g/m²/day when tested using the methodology herein, an inverted wet cup vapour permeance less than that of the substrate (i.e. <0.1 US Perms on a concrete substrate), and minimal long-term water absorption.
Presented at the 15th Canadian Conference on Building Science and Technology.
Improvements in building efficiency can significantly reduce carbon emissions and are an intrinsic component in greenhouse gas reduction targets. The Passive House concept provides a framework for high-performance building that is growing in popularity in Canada, and particularly in the Pacific Northwest. The Passive House standard requires its buildings to achieve specific performance values for heating energy use intensity, total energy use intensity, spatial temperature variation, heat recovery ventilation performance and air leakage rate. The promised co-benefits of Passive Houses include superior thermal comfort and indoor air quality.
Passive House design is not prescriptive and can incorporate many different design aspects. The wall assembly is no exception. This paper evaluates the hygrothermal performance of a deep-stud wall assembly of a Passive House in Victoria, BC, with regards to moisture durability. The concern with deep or doublestud wall assemblies is the combined effects of reduced drying with wall configurations that place moisture sensitive materials in riskier locations. Consequently, enclosure monitoring was undertaken in an occupied six-plex over the period of one year.
The enclosure monitoring sensor packages were installed in strategic locations in the wall assembly to monitor the conditions of the assembly. The assemblies were evaluated based on the results of an empirical mold risk index. The wall assembly appears to perform acceptably, with minor concerns of mold growth on the North wall. Air leakage is a significant concern for cavity insulated walls, but the airtightness requirements of Passive house minimize this risk.
Presented at the 15th Canadian Conference on Building Science and Technology.
Using long screws directly through an exterior insulation layer to provide cladding attachment without the use of clips or girts has been shown to be a thermally and structurally efficient solution for more energy efficient wood-frame buildings. However, there is still significant scepticism regarding supporting cladding with only screws when using thicker exterior insulation (>38 mm or >1-1/2″), supporting heavy claddings (>48.8 kg/m² or >10 psf, e.g., stucco, stone veneer), or in particular, using exterior mineral wool insulation, which is perceived as insufficiently rigid in comparison to competing foam plastic insulations such as extruded polystyrene insulation (XPS).
Various studies have been conducted to address this gap in industry knowledge and familiarity to help promote adoption of this cladding attachment method. To build on this existing research, which focused on evaluation of screw bending and potential formation of a truss (created by the screw and compression of the insulation), this study focuses on the impact of the compressive strength of the insulation, large thicknesses of insulation (~305 mm or ~12″), and fastener embedment depth (framing member vs. sheathing only) on the structural performance of these systems. The impact of these parameters was evaluated in a laboratory condition using a custom-built apparatus to mechanically imitate cladding (gravity) load in an isolation from other factors such as various other forces building is subject to. The test specimens were selected so that the impact of these parameter can be evaluated by cross comparison. This study found that when 8.0 mm (5/16″) fasteners, fully embedded in to the structural framing, were subjected to common cladding load (9.1 kg or 25 lb per fastener) the deflection observed was typically less than 0.64 mm (0.025″), which is likely insignificant considering potential moisture shrinkage that could be anticipated in a typical one-storey wood-frame construction (10 mm or 3/8″).
Presented at the 15th Canadian Conference on Building Science and Technology.
Interest in taller wood buildings utilizing cross laminated timber (CLT), nail laminated timber (NLT), and structural glued laminated timber (glulam) is growing rapidly in Canada and the United States. On the west coast, recently completed projects including the 97 foot tall, 6-story Wood Innovation and Design Center (WIDC) in Prince George, BC, the 180 foot tall, 18-story UBC Brock Commons Tallwood House in Vancouver, BC, and the upcoming 12-story Framework project in Portland, OR, have captured the attention of the international construction industry. Several other taller wood buildings are on the horizon and feasibility studies are currently being performed for mass timber buildings over 30 stories in height. Tall wood buildings have been a reality in Europe longer than North America, and there is much to learn from the European experience. However, conditions unique to the North American construction industry create many challenges for the design team in demonstrating the safety, durability, and economics of these buildings, all while forming public perception of wood at taller heights.
Presented at the 15th Canadian Conference on Building Science and Technology.
Moisture Buffering and Ventilation Strategies to Control Indoor Humidity in a...RDH Building Science
Control of the indoor humidity in a marine climate is a challenge, especially under operating conditions where high indoor humidity is a norm. Outdated mechanical equipment, inefficient ventilation design, and occupants’ life styles are some of the contributing factors to high indoor humidity. In this field experimental study, the moisture buffering potential of unfinished drywall in reducing daily indoor humidity peaks, coupled with various ventilation strategies are investigated. Two identical test buildings exposed to real climatic conditions in Burnaby, BC are monitored under varying ventilation rates and schemes.
The interior of the test building is clad with unfinished drywall, while the control building is covered with polyethylene, which has negligible moisture buffering. In this way, the moisture buffering potential of drywall under four test cases is isolated. Under the test cases, the indoor air quality in terms of CO2 concentration, and ventilation heat loss of the two buildings are also evaluated.
The results show that the moisture buffering potential of drywall effectively regulates indoor humidity peaks, and maintains relative humidity levels within acceptable thresholds, when coupled with adequate ventilation as recommended by ASHRAE. When coupled with time-controlled and demand-controlled ventilation schemes, the moisture buffering effect of drywall shows competing benefits.
Presented at the 15th Canadian Conference on Building Science and Technology
Energy and Indoor Air Quality Impacts of DOAS Retrofits in Small Commercial B...RDH Building Science
Heating, ventilating and air-conditioning (HVAC) typically accounts for 30% to 50% of commercial building energy use. Small commercial buildings often use oversized and inefficient rooftop air handling units (RTUs) to provide both air conditioning and ventilation. A conversion strategy to reduce energy
consumption is the installation of a very high efficiency dedicated outdoor air system (DOAS) to provide ventilation with a separate heat pump system to provide heating and cooling. Decoupling the heating and cooling from ventilation allows for improved energy efficiency and control of space conditions. Upgrades to mechanical systems can also improve the indoor air quality (IAQ) and comfort through control of carbon dioxide (CO2) concentrations, dry bulb temperature, and relative humidity (RH).
A pilot study of eight buildings was conducted to investigate the potential benefits of replacing existing RTUs with high efficiency heat recovery ventilators (HRVs) and air source heat pumps in the Pacific Northwest. This report contains results for a subset of seven buildings for which data is available. The
building energy use before and after the conversion was determined using utility data, energy modeling and monitoring. Indoor environmental conditions were measured at hourly intervals for up to one year postconversion using CO2, temperature, and RH sensors. The data was analyzed to determine changes in energy use and IAQ before and after the conversion.
This paper presents the pilot building results pre- and post-conversion. While several factors need to be in place to ensure optimal performance and cost effectiveness, the pilot shows that replacing RTUs with DOAS systems in existing commercial buildings can both reduce energy use as well as improve indoor environmental conditions. This conversion type is viable for a wide variety of building types and scale-up of the retrofits has the potential to significantly improve a previously underserved segment of the building stock.
Presented by James Montgomery at the 15th Canadian Conference on Building Science and Technology.
Energy Consumption in Low-Rise Wood Frame Multi-Unit Residential BuildingsRDH Building Science
A study was performed to understand the energy consumption in low-rise wood-frame multi-unit residential buildings (MURBs) and townhouse buildings in south-west British Columbia. Low-rise MURBs are an important building type as they make up a growing proportion of housing stock in cities across North
America.
Through this study, energy data was collected from electricity and gas utilities for 20 low-rise buildings (four storeys and less) and three townhouse complexes. This data was calendarized and weather normalized to determine average annual and monthly energy consumption for analysis and comparison. Two buildings were chosen from the data set for detailed analysis, one low-rise (four-storey) and one townhouse complex. The buildings were selected based on characteristics typical of low-rise MURBs in south-west BC. The purpose of the detailed analysis was to assess opportunities to improve the energy efficiency and reduce carbon emissions in existing low-rise MURBs using whole building energy modelling.
This paper details the energy consumption trends observed through the data analysis, and the energy modelling results of the buildings chosen for detailed study. These results are also compared to results from a similar study which evaluated the energy use in mid- to high-rise non-combustible MURBs. The work presented here will improve our understanding of energy consumption in low-rise MURBs, and characterize opportunities for energy savings in these buildings.
Presented by Elyse Henderson at the 15th Canadian Conference on Building Science and Technology
Moisture Uptake Testing for CLT Floor Panels in a Tall Wood Building in Vanco...RDH Building Science
Presented by Rob Lepage at the 2017 Canadian Conference on Building Science and Technology.
Cross laminated timber (CLT) and mass timber construction is a promising structural technology that harnesses the advantageous structural properties of wood combined with renewability and carbon sequestering capacities not readily found in other major structural materials. However, as an organic material, mass timber is susceptible to biodeterioration, and when considered in conjunction with increased use of engineered wood materials, particularly in more extreme environments and exposures, it requires careful assessments to ensure long-term performance.
A promising approach towards reducing construction moisture in CLT and other mass timber assemblies is to protect the surfaces with a water-resistant coating. To assess this approach, a calibrated hygrothermal model was developed with small and large scale CLT samples, instrumented with moisture content sensors at different depths, and treated with different types of water resistant coatings exposed to the Vancouver climate. The models were further validated with additional moisture content sensors installed in a mock-up floor structure of an actual CLT building under construction. Biodeterioration studies assessing fungal colonization were undertaken using the modified VTT growth method and a Dose-Response model for decay potential.
The research indicates that CLT and mass timber is susceptible to dangerously high moisture contents, particularly when exposed to liquid water in horizontal applications. However, a non-porous, vapour impermeable coating, when applied on dry CLT, appears to significantly reduce the moisture load and effectively eliminate the risk of biodeterioration. This work strongly suggests that future use of CLT consider applications of a protective water-resistant coating at the manufacturing plant to resist construction moisture. The fungal study also highlights the need for a limit state design for biodeterioration to countenance variance between predicted and observed conditions.
Presented at the BCBEC Building Smart with Safe and Durable Wall Assemblies Symposium Feb 2, 2017, by Lorne Ricketts.
Ever increasing thermal performance requirements for wood-frame walls have had a dramatic impact on how we build walls. To meet these targets, exterior insulation is becoming more and more common, and methods to support the cladding are required that are strong and rigid, yet do not create significant thermal bridging through the insulation. This presentation discusses the results of recent structural testing of various different arrangements on long fasteners through exterior insulation as a method of supporting cladding while limiting thermal bridging.
Christy Love, EIT LEED AP BD+C, is a Senior Project Engineer at RDH Building Science. This presentation was given at the 2016 Passive House Northwest Conference.
The North Park Passive House, a 6-unit strata project located in Victoria BC, was occupied in September 2015. It is the first market strata-title certified Passive House development in Canada.
While well-established elsewhere, the potential benefits of Passive House and other low energy design approaches are not as well understood in Canada, and there are limited data on the actual performance of low energy residential buildings in various Canadian climates.
To address this gap, RDH, in partnership with the Canadian Mortgage and Housing Corporation, the Homeowner Protection Office of BC Housing, and FP Innovations, is undertaking detailed quantitative and qualitative performance measurement of the North Park Passive House. The intent of this research is to develop a comprehensive case study for a Passive House project in the coastal BC climate.
Learning Objectives:
- Understand the scope of the research and what we hope to learn from it.
- Understand preliminary results about how the building is performing in terms of comfort, air quality, and energy use, via measured data collected within select suites and qualitative interviews with occupants.
- Understand and interpret preliminary results of how the building enclosure is performing.
- Learn tips and share lessons learned about undertaking this type of research.
Participants will:
1. Learn about approaches to identifying, quantifying, and investigating IGU performance problems and how results needed can inform the investigation tools/processes used.
2. Learn about the unique design challenges with replacing structurally glazed IGUs and how those challenges were overcome.
3. Learn how quality assurance procedures can be used to deliver innovative products that meet performance expectations.
4. Learn about how building enclosure repair implementation can be as challenging as figuring out how to repair the damaged building enclosure component.
Current Issues with Ventilated Attics
Case Study of Repairs
Attic Roof Hut Research & Monitoring Study – Key Findings
Performance of Potential Solutions
Ongoing Research & Field Trials
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Challenges Related to Measuring and Reporting Temperature-Dependent Apparent Thermal Conductivity of Insulation Materials
1. 1
CHALLENGES RELATED TO MEASURING
AND REPORTING TEMPERATURE-
DEPENDENT APPARENT THERMAL
CONDUCTIVITY OF INSULATION
MATERIALS
CANADIAN BUILDING SCIENCE & TECHNOLOGY CONFERENCE 2017
C. J. SCHUMACHER, M.A.SC.
J.F STRAUBE, PH.D., P.ENG.
2. 2
Andres Desjarlais (ORNL)
Dave Yarborough (R&D Services)
Shared test results and long discussions and critiques
Acknowlegments
3. 3
R-values
R-values are fundamental to building industry
design and analysis
R-value = thickness / thermal conductivity
Promoted by Everett Schuman, Penn State’s
Housing Research Institute (1940s)
But true R-values are not simple, or single values
R-values depend on
Time
Airflow
Thermal bridging
Temperature
4. 4
Label R-Values: what most people use
FTC 16 CFR Part 460
Federal Trade Commission
Title 16 – Commercial Practices
Commercial Federal Regulation
Part 460 – Labeling and Advertising
of Home Insulation Trade Regulations
http://www.ecfr.gov/cgi-bin/text-idx?SID=79485feed2653b4002a771a5b34c6cd8&node=pt16.1.460&rgn=div5
5. 5
Measuring R-Values
Property of a layer of
material or assembly
Measurement of resistance
to heat flow
R-value is the reciprocal of
thermal conductance
Methods used:
ASTM C518, ASTM C177
6. 6
Tcold= 50.0°F
Tmean= 75.2°F
Thot= 100.5°F
1 In. XPS
1.141 Btu/hr
dT = 50.5°F
R =
area ´ temperature difference
heat flow
Measuring Label R-Values (ASTM C518)
1. Impose temperature difference across sample
2. Measure heat flow, sample thickness and area
3. Calculate R-value
7. 7
Tcold= 50.0°F
Tmean= 75.2°F
Thot= 100.5°F
1 In. XPS
1.141 Btu/hr
dT = 50.5°F
Heat Flux Transducer Area = 16 in2 = 0.111ft2
R =
area ´ temperature difference
heat flow
R =
0.111 ft2
´ 50.5°F
1.141Btu/hr
= 4.92 hr·ft2
·F / Btu · inR =
0.111 ft2
´ 50.5°F
1.141Btu/hr
Apparent R-value of aged 1 in. XPS
R 4.92
(within 2% of label R-value)
Measuring Label R-Values (ASTM C518)
8. 8
The rest of the story…
The ASTM C518 R-value results change with
Mean (average) Temperature across sample
› E.g., Cold=10 C and hot=38C, mean=24 C
› E.g., Cold=50 F and hot = 100 F, mean =75F
10. 10
Temperature-Dependent Thermal Conductivity
Historically
Report and consider R-value
and/or thermal conductance
at a single mean temperature
of 75°F (24 °C)
FTC 16 CFR Part 460
“R-Value Rule”
More Recently
Growing recognition,
reporting, and application of
temperature-dependent
thermal performance
Energy and hygrothermal
calculation programs
11. 11
ASTM C1058 – around for decades
“Standard Practice for Selecting Temperatures for Evaluating
and Reporting Thermal Properties of Thermal Insulation”
Recognizes temperature dependence
Provides guidance on standard conditions for testing
12. 12
“One of these things is not like the other”
-10 0 10 20 30 40 50
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
14 32 50 68 86 104 122
Mean Temperature (° C)
Conductivity(W/mK)
R-value/in.
Mean Temperature (° F)
Linear vs Non-Linear Temperature Dependence
0.022
0.024
0.026
0.029
0.032
0.036
0.041
0.048
-4 4.5 24 43
25 40 75 110
Polyisocyanurate
Stonewool
?
13. 13
Professional Roofing, May 2010 – Mark Graham (NRCA)
Results from ASTM C518 testing at 4 mean temperatures
Presentation implies k(T) is well defined
Polyisocyanurate Roof Insulation over a Range of
Mean Temperatures
14. 14
Shapes matter
3. Assumed for energy modeling
2. Assumed by scientists study heat transfer
1. What we have measured
15. 15
Short Summary to date
No doubt: temperature affects insulation R-value
Usually R-value goes up as temperature drops
Effect varies with insulation type
Most insulation exhibits linear behaviour
Expected because of radiation effects
Polyiso is one type that acts non-linearly
Blowing agents are assumed to be the reason
16. 16
Investigate and Compare
Two Approaches to Determine k(T)
Round Robin Testing between three Labs
Analysis and Demonstration
Experimental work
17. 17
Followed ASTM C1045
“Standard Practice for Calculating Thermal Transmission
Properties Under Steady-State Conditions”
Gives method for developing k(T), the apparent thermal
conductivity as a function of temperature
characterize material
comparison to specifications
use in calculation programs
18. 18
ASTM C1045
Provides explanation of our 1st approach to determining k(T):
Thermal Conductivity Integral (TCI) Method
19. 19
Hints from ASTM C1045 and C1058
Schumacher developed 2nd approach to determining k(T):
Decreasing Delta T Method
(limit of k(T) as the applied temperature difference approaches zero)
ASTM
C1045
ASTM
C1058
24. 24
Applying the Integral Method
For an equation with cubic form
k(T) = a + b∙T + c∙T2 + d∙T3
From test results and integrating our cubic we get
kave = a + b∙[ (1/2)(T2
2-T1
2 )/ (T2-T1) ]
+ c∙[(1/3)(T2
3- T1
3) / (T2-T1) ]
+ d∙[ (1/4) (T2
4-T1
4) / (T2-T1) ]
Simplify and determine W, X, Y, and Z from the tests
W = a + bX + cY + dZ
Finally, determine a, b, c, d from a least squares fit
25. 25
Sample 2 Results, dT = 28°C
Applying the Integral Method
From measured round robin data for Sample 2, at dT=28°C
k(T) = a + b∙T + c∙T2 + d∙T3
kave = a + b∙[ (1/2)(T2
2-T1
2 )/ (T2-T1) ]
+ c∙[(1/3)(T2
3- T1
3) / (T2-T1) ]
+ d∙[ (1/4) (T2
4-T1
4) / (T2-T1) ]
W = a + bX + cY + dZ
a 2.7503E-02 a 2.7664E-02 a 2.7723E-02
b -9.2640E-05 b -1.5234E-04 b -1.1542E-04
c 3.2992E-06 c 7.5852E-06 c 4.8817E-06
d 1.8771E-09 d -5.8949E-08 d -2.1776E-08
R2 1.0000 R2 1.0000 R2 1.0000
Tmean T1 (cold) T2 (hot) X Y Z k avg k integral k avg k integral k avg k integral
-4 -18 10 -4.0 81.3 -848.0 0.02814 0.02793 0.02894 0.02840 0.02860 0.02826
4.5 -9.5 18.5 4.5 85.6 973.1 0.02737 0.02715 0.02757 0.02713 0.02760 0.02730
24 10 38 24.0 641.3 18528.0 0.02743 0.02721 0.02778 0.02756 0.02768 0.02746
43 29 57 43.0 1914.3 87935.0 0.03000 0.02977 0.03045 0.03045 0.03019 0.03005
Lab A Lab B Lab C
26. 26
Sample 2 Results, dT = 28°C
Applying the Integral Method
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
-15 -12 -9 -6 -3 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45
Conductivity(W/mK)
Mean Temperature (°C)
Lab A, dT28 Lab B, dT28
Lab C, dT28 Lab A, TCI
Lab B, TCI Lab C, TCI
Great inter-
laboratory
agreement
Significant scatter
at low end
R-4.4
R-5
27. 27
Sample 2 Results, dT = 28°C and dT=12°C
Applying the Integral Method
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
-15 -12 -9 -6 -3 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45
Conductivity(W/mK)
Mean Temperature (°C)
Lab A, dT28 Lab B, dT28
Lab C, dT28 Lab A, dT12
Lab B, dT12 Lab C, dT12
Lab A, TCI dT28 Lab B, TCI dT28
Lab C, TCI dT28 Lab A, TCI dT12
Lab B, TCI dT12 Lab C, TCI dT12
29. 29
Applying the Decreasing Delta T Method
Perform a series of conductivity measurements at a
given mean temperature, each with decreasing
delta T
Practical issues
Use small sample thickness to maximize signal at low
deltaT
Problem: Increasing uncertainty as delta T gets small and
heat flow is small
30. 30
Check Measurements at Small Delta Ts
1 in. thick EPS Calibration Standard
0.35%
40.00
0.06%
20.02
-0.29%
10.01
-0.55%
4.99
-1.13%
2.00
-2.14%
0.99
0.0300
0.0310
0.0320
0.0330
0.0340
0.0350
0.0360
0.0370
0.0380
0.0390
0.0400
0 10 20 30 40 50
k
Delta T (°F)
k vs. DT
v. Small DeltaT
= larger
uncertainty
OMG, this
is great
From: D Yarborough
31. 31
Applying Decreasing Delta T method to fiberglass
2 in. thick semi-rigid fiberglass (duct board) at ~6 pcf
0.37%
0.03548
-0.14%
0.03530
-0.28%
0.03525
0.06%
0.03537
0.032
0.033
0.034
0.035
0.036
0.037
0.038
0.039
0.040
0 3 6 9 12 15
ApparentConductivity(W/mK)
Delta T (°C)
Tavg = -18°CTavg = -18°CTavg = -18°CTavg = 52°C
As expected, this method gives the same
answer with decreasing Delta T
32. 32
Decreasing Delta T : consistent results
2 in. thick semi-rigid fiberglass (duct board) at ~6 pcf
0.17%
0.02767
-0.15%
0.02758
-0.26%
0.02755
0.24%
0.02769
0.024
0.025
0.026
0.027
0.028
0.029
0.030
0.031
0.032
0 3 6 9 12 15
ApparentConductivity(W/mK)
Delta T (°C)
Tavg = -18°CTavg = -18°CTavg = -18°CTavg = -18°C
This equipment, and method, works
for linear insulation response
36. 36
Sample 2
y = 2E-05x2 - 0.0005x + 0.0337
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
0.042
0 3 6 9 12 15 18 21 24 27 30
ApparentConductivity(W/mK)
Delta T (°C)
Lab A
Lab B
Tavg = -12°C
y = 7E-06x2 - 0.0003x + 0.032
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
0.042
0 3 6 9 12 15 18 21 24 27 30
ApparentConductivity(W/mK)
Delta T (°C)
Lab A
Lab B
Tavg = 4°C
y = 5E-06x2 - 0.0002x + 0.0296
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
0.042
0 3 6 9 12 15 18 21 24 27 30
ApparentConductivity(W/mK)
Delta T (°C)
Lab A
Lab B
Tavg = 4.5°C
y = -1E-05x + 0.0273
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
0.042
0 3 6 9 12 15 18 21 24 27 30
ApparentConductivity(W/mK)
Delta T (°C)
Lab A
Lab B
Tavg = 10°C
y = 1E-05x + 0.027
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
0.042
0 3 6 9 12 15 18 21 24 27 30
ApparentConductivity(W/mK)
Delta T (°C)
Lab A
Lab B
Tavg = 24°C
y = 5E-05x + 0.0287
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
0.042
0 3 6 9 12 15 18 21 24 27 30
ApparentConductivity(W/mK)
Delta T (°C)
Lab A
Lab B
Tavg = 43°C
37. 37
Compare results between methods
Two methods give quite different results
Warmer temps show better consistency
k(T), estimated from Decreasing Delta T Method,
doesn’t converge with k(T) from the Integral
Method
Tmean k dT->0 k Integ % Diff
-12 0.0337 0.02909 -15.9
-4 0.0320 0.02793 -14.6
4.5 0.0296 0.02715 -9.0
10 0.0273 0.02691 -1.5
24 0.0270 0.02721 0.8
43 0.0287 0.02977 3.6
38. 38
k(T) estimated using both methods
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
0.042
-15 -12 -9 -6 -3 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45
Conductivity(W/mK)
Lab A, dT28
Lab A, dT12
Lab A, dT06
Lab A, dT03
Lab A, TCI dT28
Lab A, TCI dT12
Lab A, dT-->0
Integral Method, dT=28C Integral Method, dT=12C
39. 39
k(T) estimated from Decreasing Delta T
0.024
0.026
0.028
0.030
0.032
0.034
0.036
0.038
0.040
0.042
-15 -12 -9 -6 -3 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45
Conductivity(W/mK)
Lab A, dT28
Lab A, dT12
Lab A, dT06
Lab A, dT03
Lab A, TCI dT28
Lab A, TCI dT12
Lab A, dT-->0
Decreasing dT Method, dT=28C
1. Integral method, gives different answers for different dT’s
2. The two methods give different answers
40. 40
What does it all mean? “Conclusions”
Insulation exhibits temperature effects
These are in the order of 10% of heat flow
ASTM standard in place to manage this
Polyiso (and some other products) show non-linear
effects
Heat flow can be 10-25% higher at cold temperatures
R-6/inch is not a reliable design value (R-5? R5.5?)
Two methods: integral and decreasing DeltaT are
both supported by ASTM and history
But neither is able to accurately predict low-temperature
polyiso performance
Difficult to understand why!
More research needed in this area
41. 41
Discussion + Questions
FOR FURTHER INFORMATION PLEASE VISIT
www.rdh.com
www.buildingsciencelabs.com
OR CONTACT US AT
cschumacher@rdh.com