High-rise Design Practice And Codes For Drainage And .

3y ago
43 Views
3 Downloads
555.08 KB
6 Pages
Last View : 15d ago
Last Download : 3m ago
Upload by : Isobel Thacker
Transcription

Technical paperHigh-rise design practice and codes fordrainage and ventilation systemsIn line with research or not?Steve WhiteTechnical Director DWVAliaxis High-Rise Building SolutionsUnited Kingdom10/2017AbstractEngineers around the world, all have the same issues when it comes to designing high-rise and drainage ventilationsystems, what codes to follow and do they work for the building? At present the standards they have to follow contradictcurrent research, in regards to the correct venting required to ensure that the water traps seals are protected fromtransient pressure.Context of this paperThis technical paper is part of a library op technical papers. Refer to the below overview of all our technical papers andclick on the title for a digital link.ResearchRelevanceDesignHigh-rise building Standards

High-rise design practice and codes for drainage and ventilation systemsIn line with research or not?46IntroductionThe most common standards used to design high-risedrainage systems around the world are: EN 12056-2: The design guide for Europe, also commonlyused in the Middle East and Asia.AS/NZS 3500-2003: Used in Australia, New Zealand,also in the Middle East and Asia.BS 5572: Can still be found in being used in Asia andthe Middle East, despite its withdrawal as a BritishStandard in 2000 when it was replaced in the buildingregulations by the EN 12056-2.International Plumbing Code: A private code for theUSA adopted by 30 states.Unified Plumbing Code: A private code for USA adoptedby 12 states in the USA and also recently adopted bythe Indian Plumbing Association as the IUPC. The UPCis also followed in Vietnam and the Philippines.Manage water for better high-rise livingwww.aliaxis.com/high-riseThere are a number of other plumbing standards butfrom experience in the market place these listed seem tobe the main standards that are adopted. Each of thesestandards recommends passive venting solutions (ventpipes) with smaller vent diameters or reduced loadingswith increased vent lengths for taller buildings. The datafor the guidance is based on research carried out formthe 1930-1970, when the world was building smallerbuildings than we are today.

High-rise design practice and codes for drainage and ventilation systemsIn line with research or not?47EN 12056-2 drainage ventingrequirementsIt can be seen by the recommendations of the standardshow in the below Tables 1 to 3 that engineers have beengiven the vent requirements for the size of pipes that theyuse in their system.Table 3.LimitationsThe EN 12056 was developed for buildings up to 20 floors,and was based from existing European codes, from theresearch carried out by CEN in the 1950-1960, althoughthere is no maximum height specified in the standard.Buildings in the UK and across Europe are commonlybeing built well above twenty floors, especially in maincity areas.Table 1.Branch loadings with required branch and vent sizingTable 2.Secondary stack and vent requirements commonly usedin high-rise designsManage water for better high-rise livingwww.aliaxis.com/high-riseIt can be seen in Table 3, that if a 200 DN stack is beingused, the secondary vent should be sized at 100 DN; 50%smaller than the waste carrying stack. It can also be seenthat a 150 DN pipe (which is the most commonly usedpipe used in high-rise buildings) requires a secondaryvent of 80 DN; 47% smaller than the waste carrying pipe.

High-rise design practice and codes for drainage and ventilation systemsIn line with research or not?48AU/NZS 3500-2003 drainage ventsrequirementsThe AU/NZS 3500 is a standard that must be followed;any design outside the scope of the standard must gainalternative solution approval from the city or state wherethe project is based.Table 4 gives the maximum branch vent sizing requiredand for 50 mm to 100 mm traps the largest branch ventrequired by the code is 40 mm DN.An example project of a 254 meter building (86 floors)was designed using table 5 with 225 DN stacks. The FUrating is between 1700 FU (Qww 15.8l/s) to 7000 FU (Qww32.2l/s) so the maximum developed vent length allowedin meters would be 62 meters with 150DN vent the largestvent size in the standard.15 FU 1.5 l/sec of flow rate.Table 5 gives the sizing requirement for the relief/ stackvents for the size of stacks that they are installed upon. Itindicates for the size the stack the maximum FU as well asthe required vent size and the maximum height allowedfor the size of the vents.This project of 254 meters, high-rise, would falls outsidethe scope of the standard according to table 5 if the 225stack was used.To meet the requirement of the standard the designwould have to use smaller stack diameters for example:Table 4.Branch vent sizing125DN stack with a FU 300 (Qww 6.6l/s) with a 125DN vent.Or150DN stack with a FU 1300 (Qww 13.8l/s) with a 150 DNvent.Both of the solutions would require more stacks to beinstalled into the project, taking up more space.Table 5.Size of relief vents and stack ventsManage water for better high-rise livingwww.aliaxis.com/high-riseEven if the load is reduced, and the correct vent stackis used, the requirement in table 4 for the branch ventto be a maximum size of 40 DN would add resistance ofthis small pipe diameter and can lead to restrictionof communication for pressure relief of the branches inhigh-rise buildings and thus lead to the possibility thatthe traps seals could be depleted due to inducedsiphonage.

High-rise design practice and codes for drainage and ventilation systemsIn line with research or not?49Main USA codesThe IPC is the most commonly adopted code within theUSA followed by the UPC and is more of a rule book thana code or guide which is enforced by local inspectors.This raises separate issues as they generally have goodinterpretation and understanding of the code book, buthave not undergone degree-level engineering requiredto design drainage systems in high-rise buildings. Thisleads to two issues: Firstly, the inspector becomes thedominant factor in the design of the system and if thebuilding system is not to the code it will not be accepted(red flagged); and secondly, the design engineer becomesaccustomed to designing to the code and can thereforeforget the principles of engineering and understanding ofthe requirements of the system.Table 7 illustrates the sizing of vents within the UniformPlumbing Code.If the code is wrong then the design is wrong. The questionthat needs to be addressed is whether the code is suitablefor high-rise buildings.Table 7.Sizing of vents from the UPCSection 91.16 of the code relating to vent pipe sizingstates: “Size of stack vents and vent stacks. The minimumrequired diameter of stack vents and vent stacks shallbe determined from the developed length and the totaldrainage fixture units connected thereto in accordancewith [Table 6], but in no case shall the diameter be lessthan one-half the diameter of the drain served for lessthan 1 ¼ inches (32 mm).”If a standard high-rise design was used, 150 DN stack with100 DN vent pipes, then the standard would be suitablefor a 40 floor building. If the building has to be taller, theywould have to increase the size of the stack as well as thesize of the vents, even though the DFU loading was notincreased. This can lead to oversized systems that maynot be required and will take up more space within thebuilding.International code discussionTables 2, 3, 5 and 7 provide the main guidance availableto engineers for their system designs. The guidelines or rulesin these standards allow for taller buildings but only byreducing the loading or oversizing the system.The research carried out at Heriot-Watt University, as wellas other leading technical institutions and manufacturers withhigh-rise testing facilities, can and should assist code andstandards originations in providing technical solutions forthe design engineers to design systems that are safe andpractical for the needs of high-rise buildings.Table 6.Size guide for IPC codeManage water for better high-rise livingwww.aliaxis.com/high-riseIntroducing a new concept that are not part of the guidetables within the standards, that challenges the guide sizingand system designs that are available can only be achievedby having the latest research that meets the requirementsof high-rise drainage systems.

High-rise design practice and codes for drainage and ventilation systemsIn line with research or not?50ConclusionOver the last decade there has been an unprecedented increase in high-rise buildings around the world requiringengineering disciplines to meet the requirements in structural and system operation to these types of buildings. Inregards to drainage, has this been met? This paper highlighted and asked the question if the standards and codesmeet these demands for high-rise building designs. The leading research carried by Heriot-Watt University hasdemonstrated that the current standard and code requirements may not be sufficient in their recommendations toprovide effective guidance to the engineering community to design workable safe systems. There are many cases wherethe recommendations in the standards have been modified by the engineers as they have experienced problems inprerious designs and wish to engineer out problems in future buildings. Sometimes this has been restricted by theregulators within different states due to their insistence that the code is followed as it is written, and therefore engineers areunwilling to deviate from this even if it means that the system may become susceptible to failure. Drainage is arelatively easy system to understand for any type of building design: Hydraulic loading for the sizing of pipes; and aventing system that keeps the pressures below - 400Pa throughout the system. If the pressures are kept well belowthis, in the region of - 200Pa, there is less stress placed on the trap seals within the system. With a passive system thereis a single limitation, that being the only way to relieve the transient pressures through a network of ventilation pipesthat terminate at the top of the building. Using systems such as active drainage ventilation or stack-aerators managethe air pressures within the drainage system, so the limitations on the vent pipe lengths is removed for tall buildings.Steve WhiteTechnical Director DWVAliaxis High-Rise Building SolutionsMSc (Ir.) Marc Buitenhuis MTDResearch Engineer Hydro-DynamicsAliaxis1.2.3.4.5.BSI British Standard Institution (2004). European Standard BS EN 12056-2:2000International Code Council (2003). US Standard International Plumbing Code-IPCInternational Association of Plumbing and Mechanical Officials (2003). US Standard Uniformed Plumbing Code-UPCStandard Australia (2003). Australian Standard AS/NZS 3500.2-2003Wang Xuejiao (2007). Study on flux capacity of single stack drainage system: Non-Roof, Penetration Self CirculatingDrain System Stack Tongji University6. Prof J.A. Swaffield, Dr L.B. Jack, Dr D.P. Campbell (2006). The Active Control and Suppression of Air Pressure Transientswithin the Building Drainage System. Studor commissioned report.7. Prof J.A. Swaffield, Dr M. Gormley (2006). Comparisons of Venting Options under positive and negative pressuretransients for a 50 storey building using numerical model AIRNET. Studor commissioned report.8. Swaffield JA (2010). Transient Airflow in Building Drainage Systems, published by Spon PressRead more technical papers related to this subjectRelevance - Above ground drainage and vent systemsRelevance - Air Pressure transients in drainage systemsRelevance - Purpose of a High-Rise Drainage and Ventilation systemRelevance - Requirements for a well-designed high-rise drainage systemRelevance - Water Trap SealResearch - Current venting diameters for high-rise drainage ventilationResearch - National Lift TowerResearch - What happens at the base of the stack19/04/022 Manage water for better high-rise livingwww.aliaxis.com/high-rise

High-rise design practice and codes for drainage and ventilation systems In line with research or not? Steve White Technical Director DWV Aliaxis High-Rise Building Solutions United Kingdom 10/2017 Abstract Engineers around the world, all have the same issues when it comes to designing high-rise and drainage ventilation

Related Documents:

High-rise drainage design27 High-rise drainage design 5 High-rise drainage design Emporis Standard ESN 18727 defines high-rise buildings as multi-story structures between 35-100 meters tall or a building of unknown height from 12-39 floors. Skyscrapers are at least 100 meters tall. A high-rise building drainage system interconnects many separate

STRUCTURAL DESIGN OF HIGH-RISE BUILDINGS. Abstract High-rise buildings are exposed to both static and dynamic loads. Depending on . This translated into a case study of a high-rise building on which analytical calculations of deflection, critical buckling load, resonance frequencies and shear flow were made. The analytical calculations have

AC 2011-2739: TEACHING HIGH-RISE PLUMBING DESIGN FOR EN-GINEERS Ahmed Cherif Megri, University of Wyoming . High -rise plumbing usually uses vertical piping systems in terms of water distribution, drainage/venting. High -rise plumbing has several specificities in comparison to other type of buildings: Pressure distribution:

This master’s thesis is a study of how design choices affect high-rise building performance and how the design process can be adapted to incorporate information about different design aspects at an early conceptual design phase. Stakeholders, demands and design parameters in a high-rise project are studied and described.

4. Differential settlements, both within the high-rise footprint, and between high-rise and low-rise areas. 5. Structural design of the foundation system; including the load-sharing among the various components of the system (for example, the piles and the supporting raft), and the distribution of loads within the piles. For this, and most .

High-rise commercial residential complex is a common form of the complex building. The form of the high-rise commercial residential complex building is formed a preliminary to the business services and residential function, based on some auxiliary building space. The high-rise commercial residential complex building has three dimensional spaces.

PART A - MALDIVES' STATE PRACTICE IN RELATION TO SEA-LEVEL RISE. This part of the submission begins with an overview of the significance of sea-level rise for the Maldives. It then provides an overview of the Maldives' State practice relevant to sea-level rise and the law of the sea. 1) Impacts of sea-level rise on the Maldives

Anaesthetic Machine Anatomy O 2 flow-meter N 2 O flow-meter Link 22. Clinical Skills: 27 28 Vaporisers: This is situated on the back bar of the anaesthetic machine downstream of the flowmeter It contains the volatile liquid anaesthetic agent (e.g. isoflurane, sevoflurane). Gas is passed from the flowmeter through the vaporiser. The gas picks up vapour from the vaporiser to deliver to the .