FORD U-MS009-8001-1995 DISINFECTION OF NEW OR CONTAMINATED WATER UTILITY INSTALLATIONS《新鲜或被污染的自来水装置的消毒》.pdf

上传人:fatcommittee260 文档编号:748273 上传时间:2019-01-14 格式:PDF 页数:3 大小:197.44KB
下载 相关 举报
FORD U-MS009-8001-1995 DISINFECTION OF NEW OR CONTAMINATED WATER UTILITY INSTALLATIONS《新鲜或被污染的自来水装置的消毒》.pdf_第1页
第1页 / 共3页
FORD U-MS009-8001-1995 DISINFECTION OF NEW OR CONTAMINATED WATER UTILITY INSTALLATIONS《新鲜或被污染的自来水装置的消毒》.pdf_第2页
第2页 / 共3页
FORD U-MS009-8001-1995 DISINFECTION OF NEW OR CONTAMINATED WATER UTILITY INSTALLATIONS《新鲜或被污染的自来水装置的消毒》.pdf_第3页
第3页 / 共3页
亲,该文档总共3页,全部预览完了,如果喜欢就下载吧!
资源描述

1、(aim Manufacturing Standards DISINFECTION OF NEW OR CONTAMINATED WATER UTILITY INSTALLATIONS Desinfektion neuer oder verunreinigter Wasserversorgungs-Anlagen 1. SCOPE 1.1 The purpose of this Ford Manufacturing Standard is to specify those methods to be employed in the disinfection of new water utili

2、ty installa- tions, those being reconnected after being out of service for a long period and those installations which have become contaminated by micro- bial infection. This standard or national legislation, whichever is the more stringent, shall be applied. 1.2 Materials to be used in this applica

3、tion shall be from approved sources and the toxicological environmental control aspects evaluated considering local conditions in accordance with Manufacturing Procedure EU-II-d-l. 2. GENERAL 2.1 Recommendations relating to frequency of inspection and implementation of disinfection routines are deta

4、iled in Physical Asset Preservation Guide Line EU-AP-7 Preventive Maintenance of Water.Utility Service System. 2.2 The following routines shall be performed on all new installations prior to being taken into use for the first time as well as for disinfection for normal maintenance purposes. 3. REQUI

5、REMENTS 3.1 Pioinq 3.1.1 Piping shall be effectively cleansed and disinfected before being taken into use and in each occasion after being opened up for repair or alteration. 3.1.2 At the time of laying, pipes shall be brush cleaned and sprayed internally with a 5% solution of sodium hypochlorite. I

6、n the case of small bore pipes a polyurethane foam plug shall be inserted and passed through the bore. This may be done by inserting the foam plug at a hydrant and washing through to an end hydrant or open end. Wherever possible, pipes shall be capped at each end prior to connec- tion to prevent ing

7、ress of dirt. Mmfacturing Standards Office u-MSoc%8001 June. 1995 Water Utility Installations - Disinfection Page 1 of 3 Manufacturing Standards 3.1.3 In pipework under pressure, disinfection shall be carried out through a properly installed injection point at the beginning of the pipe- line, using

8、a chemical pump, until the free residual chlorine is evenly dispersed throughout the water and the concentration of chlorine measured at the end of the pipework is between 20-50 mg/l. The chlorinated solution shall be left in the system for not less than 24 hours and then the whole thoroughly flushe

9、d out with clean water until chlorine cannot be detected at a level above that present in the water undertakings clean supply. 3.1.4 Where junctions are inserted into an existing pipeline, the junction itself shall be cleaned and disinfected by immersion in a 5% solution of sodium hypochlorite befor

10、e insertion and the new pipel?ne from the junction treated as described above. 3.1-s The Water Authority shall be informed of the intention to disinfec parts of the pipework so that measures can be taken in order to protect drinking water against chemical pollution. 3.2 Installations within Buildina

11、s 3.2.1 The cistern shall be cleaned to remove all visible dirt and debris. The cistern and distributing pipes shall be filled with clean water and then drained until empty of all water again. Refill the cistern and when full close the supply and add a measured quantity of sodium hypochlorite soluti

12、on of known strength to the water in the cistern to give a chlorine concentration of 50 +/- 5 mg/l in the water. The cistern should be left to stand for one hour. Successively open each tap and fitting connected to each distributing pipe working progres- sively away from the cistern. Close each tap

13、or fitting when the water discharged has a chlorinous odour. Allow the cistern and pipes to remain charged for further one hour. Open the tap furthest from the cistern and measure the chlorine in the water discharged from the tap. If the concentration of chlorine is less than 30 I?, the disinfecting

14、 process shall be repeated. 3.2.2 Whenever practical, the cistern and pipes should remain charged with chlorinated water for at least 16 hours (overnight), then drained and thoroughly flushed with clean water until the chlorine concentration at the taps is no greater than that present in the clean w

15、ater supplied by the undertaking. Appropriate hazard warnings should be placed on the taps throughout the building. Ma&actu&gStanclardsOffice U-MSOO9-8001 June 19% Water Utility Installations - Disinfection Page2of 3 m =?lD=?1bD 0048424 84T - Manufacturing Standards 3.2.3 3.2.4 3.2.5 3.2.6 Note- Pro

16、prietary solutions of sodium hypochlorite should be used in accordance with the manufacturers instructions and MATS Data Sheets. A graduated plastic container should be used to measure out the volume of solution required for disinfection. This can be calculated from the manufacturers literature. A s

17、uitable proprietary test kit should be used for site measurements of residual chlorine. Hypochlo- rite is toxic, corrosive and a powerful oxidising agent. In some circumstances, the use of solid chlorine release tablets will be desirable. Chlorinated water that is run to waste in natural watercourse

18、 or a drain leading to same shall be dechlorinated or diluted in accordance with the requirements of the authority responsible for land drainage and pollution control. Discharge into sewers shall be with approval of the responsible authorities also. Dechlorination can be achieved using sodium thiosu

19、lphate. Note- 20 g of sodium thiosulphate crystals are required to dechlori- nate 500 li tres of water containing 20 mg/l free chlorine. The above procedure may be used to disinfect other water containing structures. However, it is important to check first that the mate- rials of construction are no

20、t subject to chemical attack by chlorine solutions and that proper provision has been made to discharge the chlorinated water and refill or flush through the structure with clean water. All temporary connections to pipework connected under mains pressure must incorporate adequate protection against

21、back siphonage. 4. OTHERMETHODS In some circumstances involving new or recommissioned installations, chlorine disinfection should not be employed. In many circumstances involving microbial contamination of installations, chlorine disinfection must not be employed. Consult Toxicology and ensure alternative biocide treatments are undertaken by an approved water treatment specialist. ManufacturingStandardsOfike u-m009-8001 June 19% Water Utility Installations - Disinfection _ Page 3 of 3

展开阅读全文
相关资源
猜你喜欢
  • ASTM C1274-2012 Standard Test Method for Advanced Ceramic Specific Surface Area by Physical Adsorption《用物理吸附法测定高级陶瓷比表面积的标准试验方法》.pdf ASTM C1274-2012 Standard Test Method for Advanced Ceramic Specific Surface Area by Physical Adsorption《用物理吸附法测定高级陶瓷比表面积的标准试验方法》.pdf
  • ASTM C1275-2000(2005)e1 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at .pdf ASTM C1275-2000(2005)e1 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at .pdf
  • ASTM C1275-2010 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at Ambient .pdf ASTM C1275-2010 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at Ambient .pdf
  • ASTM C1275-2015 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at Ambient .pdf ASTM C1275-2015 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at Ambient .pdf
  • ASTM C1275-2016 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at Ambient .pdf ASTM C1275-2016 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at Ambient .pdf
  • ASTM C1275-2018 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at Ambient .pdf ASTM C1275-2018 Standard Test Method for Monotonic Tensile Behavior of Continuous Fiber-Reinforced Advanced Ceramics with Solid Rectangular Cross-Section Test Specimens at Ambient .pdf
  • ASTM C1277-2006 Standard Specification for Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings《防护联接器连接无毂铸铁污水管和配件标准规范》.pdf ASTM C1277-2006 Standard Specification for Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings《防护联接器连接无毂铸铁污水管和配件标准规范》.pdf
  • ASTM C1277-2008 Standard Specification for Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings.pdf ASTM C1277-2008 Standard Specification for Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings.pdf
  • ASTM C1277-2009 Standard Specification for Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings.pdf ASTM C1277-2009 Standard Specification for Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings.pdf
  • 相关搜索

    当前位置:首页 > 标准规范 > 国际标准 > 其他

    copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
    备案/许可证编号:苏ICP备17064731号-1