FOREWORD The Iranian Petroleum Standards (IPS) reflect the views of the Iranian Ministry of Petroleum and are intended for use in the oil and gas production facilities, oil refineries, chemical and petrochemical plants, gas handling and processing installations and other such facilities. IPS is based on internationally acceptable standards and includes selections from the items stipulated in the referenced standards. They are also supplemented by additional requirements and/or modifications based on the experience acquired by the Iranian Petroleum Industry and the local market availability. The options which are not specified in the text of the standards are itemized in data sheet/s, so that, the user can select his appropriate preferences therein. The IPS standards are therefore expected to be sufficiently flexible so that the users can adapt these standards to their requirements. However, they may not cover every requirement of each project. For such cases, an addendum to IPS Standard shall be prepared by the user which elaborates the particular requirements of the user. This addendum together with the relevant IPS shall form the job specification for the specific project or work. The IPS is reviewed and up-dated approximately every five years. Each standards are subject to amendment or withdrawal, if required, thus the latest edition of IPS shall be applicable The users of IPS are therefore requested to send their views and comments, including any addendum prepared for particular cases to the following address. These comments and recommendations will be reviewed by the relevant technical committee and in case of approval will be incorporated in the next revision of the standard. Standards and Research department No.19, Street14, North kheradmand Karimkhan Avenue, Tehran, Iran . Postal Code- 1585886851 Tel: 88810459-60 & 66153055 Fax: 88810462 Email: Standards@nioc.org ﭘﻴﺶ ﮔﻔﺘﺎر ( ﻣﻨﻌﻜﺲ ﻛﻨﻨﺪه دﻳﺪﮔﺎﻫﻬﺎيIPS) اﺳﺘﺎﻧﺪاردﻫﺎي ﻧﻔﺖ اﻳﺮان وزارت ﻧﻔﺖ اﻳﺮان اﺳﺖ و ﺑﺮاي اﺳﺘﻔﺎده در ﺗﺄﺳﻴﺴﺎت ﺗﻮﻟﻴﺪ واﺣﺪﻫﺎي ﺷﻴﻤﻴﺎﻳﻲ و، ﭘﺎﻻﻳﺸﮕﺎﻫﻬﺎي ﻧﻔﺖ،ﻧﻔﺖ و ﮔﺎز ﺗﺄﺳﻴﺴﺎت اﻧﺘﻘﺎل و ﺗﺼﻔﻴﻪ ﮔﺎز و ﺳﺎﻳﺮ ﺗﺄﺳﻴﺴﺎت،ﭘﺘﺮوﺷﻴﻤﻲ .ﻣﺸﺎﺑﻪ ﺗﻬﻴﻪ ﺷﺪه اﺳﺖ ﺑﺮاﺳﺎس اﺳﺘﺎﻧﺪاردﻫﺎي ﻗﺎﺑﻞ ﻗﺒﻮل،اﺳﺘﺎﻧﺪاردﻫﺎي ﻧﻔﺖ ﺑﻴﻦاﻟﻤﻠﻠﻲ ﺗﻬﻴﻪ ﺷﺪه و ﺷﺎﻣﻞ ﮔﺰﻳﺪهﻫﺎﻳﻲ از اﺳﺘﺎﻧﺪاردﻫﺎي ﻫﻤﭽﻨﻴﻦ ﺑﺮاﺳﺎس ﺗﺠﺮﺑﻴﺎت.ﻣﺮﺟﻊ در ﻫﺮ ﻣﻮرد ﻣﻲﺑﺎﺷﺪ ﺻﻨﻌﺖ ﻧﻔﺖ ﻛﺸﻮر و ﻗﺎﺑﻠﻴﺖ ﺗﺄﻣﻴﻦ ﻛﺎﻻ از ﺑﺎزار داﺧﻠﻲ و ﻧﻴﺰ ﻣﻮاردي ﺑﻄﻮر ﺗﻜﻤﻴﻠﻲ و ﻳﺎ اﺻﻼﺣﻲ در اﻳﻦ،ﺑﺮﺣﺴﺐ ﻧﻴﺎز ﻣﻮاردي از ﮔﺰﻳﻨﻪﻫﺎي ﻓﻨﻲ ﻛﻪ در.اﺳﺘﺎﻧﺪارد ﻟﺤﺎظ ﺷﺪه اﺳﺖ ﻣﺘﻦ اﺳﺘﺎﻧﺪاردﻫﺎ آورده ﻧﺸﺪه اﺳﺖ در داده ﺑﺮگﻫﺎ ﺑﺼﻮرت ﺷﻤﺎره ﮔﺬاري ﺷﺪه ﺑﺮاي اﺳﺘﻔﺎده ﻣﻨﺎﺳﺐ ﻛﺎرﺑﺮان آورده ﺷﺪه .اﺳﺖ ﺑﺸﻜﻠﻲ ﻛﺎﻣﻼً اﻧﻌﻄﺎف ﭘﺬﻳﺮ ﺗﺪوﻳﻦ ﺷﺪه،اﺳﺘﺎﻧﺪاردﻫﺎي ﻧﻔﺖ .اﺳﺖ ﺗﺎ ﻛﺎرﺑﺮان ﺑﺘﻮاﻧﻨﺪ ﻧﻴﺎزﻫﺎي ﺧﻮد را ﺑﺎ آﻧﻬﺎ ﻣﻨﻄﺒﻖ ﻧﻤﺎﻳﻨﺪ ﺑﺎ اﻳﻦ ﺣﺎل ﻣﻤﻜﻦ اﺳﺖ ﺗﻤﺎم ﻧﻴﺎزﻣﻨﺪيﻫﺎي ﭘﺮوژه ﻫﺎ را در اﻳﻦ ﮔﻮﻧﻪ ﻣﻮارد ﺑﺎﻳﺪ اﻟﺤﺎﻗﻴﻪاي ﻛﻪ ﻧﻴﺎزﻫﺎي.ﭘﻮﺷﺶ ﻧﺪﻫﻨﺪ اﻳﻦ.ﺧﺎص آﻧﻬﺎ را ﺗﺄﻣﻴﻦ ﻣﻲﻧﻤﺎﻳﺪ ﺗﻬﻴﻪ و ﭘﻴﻮﺳﺖ ﻧﻤﺎﻳﻨﺪ ﻣﺸﺨﺼﺎت ﻓﻨﻲ آن ﭘﺮوژه،اﻟﺤﺎﻗﻴﻪ ﻫﻤﺮاه ﺑﺎ اﺳﺘﺎﻧﺪارد ﻣﺮﺑﻮﻃﻪ .و ﻳﺎ ﻛﺎر ﺧﺎص را ﺗﺸﻜﻴﻞ ﺧﻮاﻫﻨﺪ داد اﺳﺘﺎﻧﺪاردﻫﺎي ﻧﻔﺖ ﺗﻘﺮﻳﺒﺎً ﻫﺮ ﭘﻨﺞ ﺳﺎل ﻳﻜﺒﺎر ﻣﻮرد ﺑﺮرﺳﻲ در اﻳﻦ ﺑﺮرﺳﻲﻫﺎ ﻣﻤﻜﻦ اﺳﺖ.ﻗﺮار ﮔﺮﻓﺘﻪ و روزآﻣﺪ ﻣﻲﮔﺮدﻧﺪ اﺳﺘﺎﻧﺪاردي ﺣﺬف و ﻳﺎ اﻟﺤﺎﻗﻴﻪاي ﺑﻪ آن اﺿﺎﻓﻪ ﺷﻮد و ﺑﻨﺎﺑﺮاﻳﻦ .ﻫﻤﻮاره آﺧﺮﻳﻦ وﻳﺮاﻳﺶ آﻧﻬﺎ ﻣﻼك ﻋﻤﻞ ﻣﻲ ﺑﺎﺷﺪ درﺧﻮاﺳﺖ ﻣﻲﺷﻮد ﻧﻘﻄﻪ ﻧﻈﺮﻫﺎ و،از ﻛﺎرﺑﺮان اﺳﺘﺎﻧﺪارد ﭘﻴﺸﻨﻬﺎدات اﺻﻼﺣﻲ و ﻳﺎ ﻫﺮﮔﻮﻧﻪ اﻟﺤﺎﻗﻴﻪاي ﻛﻪ ﺑﺮاي ﻣﻮارد ﻧﻈﺮات و. ﺑﻪ ﻧﺸﺎﻧﻲ زﻳﺮ ارﺳﺎل ﻧﻤﺎﻳﻨﺪ،ﺧﺎص ﺗﻬﻴﻪ ﻧﻤﻮدهاﻧﺪ ﭘﻴﺸﻨﻬﺎدات درﻳﺎﻓﺘﻲ در ﻛﻤﻴﺘﻪﻫﺎي ﻓﻨﻲ ﻣﺮﺑﻮﻃﻪ ﺑﺮرﺳﻲ و در ﺻﻮرت ﺗﺼﻮﻳﺐ در ﺗﺠﺪﻳﺪ ﻧﻈﺮﻫﺎي ﺑﻌﺪي اﺳﺘﺎﻧﺪارد ﻣﻨﻌﻜﺲ .ﺧﻮاﻫﺪ ﺷﺪ ﻛﻮﭼﻪ، ﺧﺮدﻣﻨﺪ ﺷﻤﺎﻟﻲ، ﺧﻴﺎﺑﺎن ﻛﺮﻳﻤﺨﺎن زﻧﺪ، ﺗﻬﺮان،اﻳﺮان 19 ﺷﻤﺎره،ﭼﻬﺎردﻫﻢ اداره ﺗﺤﻘﻴﻘﺎت و اﺳﺘﺎﻧﺪاردﻫﺎ 1585886851 : ﻛﺪﭘﺴﺘﻲ 66153055 و88810459 - 60 : ﺗﻠﻔﻦ 021-88810462 : دور ﻧﮕﺎر Standards@nioc.org :ﭘﺴﺖ اﻟﻜﺘﺮوﻧﻴﻜﻲ : ﺗﻌﺎرﻳﻒ ﻋﻤﻮﻣﻲ General Definitions: Throughout this Standard definitions shall apply. the following Company : Refers to one of the related and/or affiliated companies of the Iranian Ministry of Petroleum such as National Iranian Oil Company, National Iranian Gas Company, and National Petrochemical Company etc. Purchaser : Means the “Company" Where this standard is part of direct purchaser order by the “Company”, and the “Contractor” where this Standard is a part of contract documents. Vendor And Supplier: Refers to firm or person who will supply and/or fabricate the equipment or material. Contractor: Refers to the persons, firm or company whose tender has been accepted by the company, Executor : Executor is the party which carries out all or part of construction and/or commissioning for the project. Inspector : The Inspector referred to in this Standard is a person/persons or a body appointed in writing by the company for the inspection of fabrication and installation work Shall: Is used where a provision is mandatory. Should Is used where a provision is advisory only. Will: Is normally used in connection with the action by the “Company” rather than by a contractor, supplier or vendor. May: Is used where a provision is completely discretionary. .در اﻳﻦ اﺳﺘﺎﻧﺪارد ﺗﻌﺎرﻳﻒ زﻳﺮ ﺑﻪ ﻛﺎر ﻣﻲ رود : ﺷﺮﻛﺖ ﺑﻪ ﺷﺮﻛﺖ ﻫﺎي اﺻﻠﻲ و واﺑﺴﺘﻪ وزارت ﻧﻔﺖ ﻣﺜﻞ ﺷﺮﻛﺖ ﻣﻠﻲ ﺷﺮﻛﺖ ﻣﻠﻲ ﺻﻨﺎﻳﻊ، ﺷﺮﻛﺖ ﻣﻠﻲ ﮔﺎز اﻳﺮان، ﻧﻔﺖ اﻳﺮان .ﭘﺘﺮوﺷﻴﻤﻲ و ﻏﻴﺮه اﻃﻼق ﻣﻴﺸﻮد :ﺧﺮﻳﺪار ﻳﻌﻨﻲ "ﺷﺮﻛﺘﻲ" ﻛﻪ اﻳﻦ اﺳﺘﺎﻧﺪارد ﺑﺨﺸﻲ از ﻣﺪارك ﺳﻔﺎرش ﺧﺮﻳﺪ ﻣﺴﺘﻘﻴﻢ آن "ﺷﺮﻛﺖ" ﻣﻴﺒﺎﺷﺪ و ﻳﺎ "ﭘﻴﻤﺎﻧﻜﺎري" ﻛﻪ اﻳﻦ . اﺳﺘﺎﻧﺪارد ﺑﺨﺸﻲ از ﻣﺪارك ﻗﺮارداد آن اﺳﺖ :ﻓﺮوﺷﻨﺪه و ﺗﺎﻣﻴﻦ ﻛﻨﻨﺪه ﺑﻪ ﻣﻮﺳﺴﻪ و ﻳﺎ ﺷﺨﺼﻲ ﮔﻔﺘﻪ ﻣﻴﺸﻮد ﻛﻪ ﺗﺠﻬﻴﺰات و ﻛﺎﻻﻫﺎي . ﻣﻮرد ﻟﺰوم ﺻﻨﻌﺖ را ﺗﺎﻣﻴﻦ ﻣﻴﻨﻤﺎﻳﺪ :ﭘﻴﻤﺎﻧﻜﺎر ﻣﻮﺳﺴﻪ وﻳﺎ ﺷﺮﻛﺘﻲ ﮔﻔﺘﻪ ﻣﻴﺸﻮد ﻛﻪ ﭘﻴﺸﻨﻬﺎدش، ﺑﻪ ﺷﺨﺺ .ﺑﺮاي ﻣﻨﺎﻗﺼﻪ وﻳﺎ ﻣﺰاﻳﺪه ﭘﺬﻳﺮﻓﺘﻪ ﺷﺪه اﺳﺖ : ﻣﺠﺮي ﻣﺠﺮي ﺑﻪ ﮔﺮوﻫﻲ اﺗﻼق ﻣﻲ ﺷﻮد ﻛﻪ ﺗﻤﺎم ﻳﺎ ﻗﺴﻤﺘﻲ از .ﻛﺎرﻫﺎي اﺟﺮاﻳﻲ و ﻳﺎ راه اﻧﺪازي ﭘﺮوژه را اﻧﺠﺎم دﻫﺪ :ﺑﺎزرس در اﻳﻦ اﺳﺘﺎﻧﺪارد ﺑﺎزرس ﺑﻪ ﻓﺮد ﻳﺎ ﮔﺮوﻫﻲ اﺗﻼق ﻣﻲ ﺷﻮد ﻛﻪ ﻛﺘﺒﺎً ﺗﻮﺳﻂ ﻛﺎرﻓﺮﻣﺎ ﺑﺮاي ﺑﺎزرﺳﻲ ﺳﺎﺧﺖ و ﻧﺼﺐ ﺗﺠﻬﻴﺰات .ﻣﻌﺮﻓﻲ ﺷﺪه ﺑﺎﺷﺪ :ﺑﺎﻳﺪ .ﺑﺮاي ﻛﺎري ﻛﻪ اﻧﺠﺎم آن اﺟﺒﺎري اﺳﺖ اﺳﺘﻔﺎده ﻣﻴﺸﻮد :ﺗﻮﺻﻴﻪ .ﺑﺮاي ﻛﺎري ﻛﻪ ﺿﺮورت اﻧﺠﺎم آن ﺗﻮﺻﻴﻪ ﻣﻴﺸﻮد :ﺗﺮﺟﻴﺢ ﻣﻌﻤﻮﻻً در ﺟﺎﻳﻲ اﺳﺘﻔﺎده ﻣﻲﺷﻮد ﻛﻪ اﻧﺠﺎم آن ﻛﺎر ﺑﺮاﺳﺎس .ﻧﻈﺎرت "ﺷﺮﻛﺖ" ﺑﺎﺷﺪ : ﻣﻤﻜﻦ اﺳﺖ . ﺑﺮاي ﻛﺎري ﻛﻪ اﻧﺠﺎم آن اﺧﺘﻴﺎري ﻣﻴﺒﺎﺷﺪ IPS-E-PR-735(1) ENGINEERING STANDARD FOR PROCESS DESIGN OF PLANT SOLID WASTE TREATMENT AND DISPOSAL SYSTEMS FIRST REVISION FEBRUARY 2010 اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲ ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪ ﻫﺎي دﻓﻊ و ﺗﺼﻔﻴﻪ ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪ ﻛﺎرﺧﺎﻧﻪ وﻳﺮاﻳﺶ اول 1388 ﺑﻬﻤﻦ This Standard is the property of Iranian Ministry of Petroleum. All rights are reserved to the owner. Neither whole nor any part of this document may be disclosed to any third party, reproduced, stored in any retrieval system or transmitted in any form or by any means without the prior written consent of the Iranian Ministry of Petroleum. ﺗﻤﺎم ﺣﻘﻮق آن ﻣﺘﻌﻠﻖ ﺑﻪ.اﻳﻦ اﺳﺘﺎﻧﺪارد ﻣﺘﻌﻠﻖ ﺑﻪ وزارت ﻧﻔﺖ اﻳﺮان اﺳﺖ ﺗﻤﺎم ﻳﺎ،ﻣﺎﻟﻚ آن ﺑﻮده و ﻧﺒﺎﻳﺪ ﺑﺪون رﺿﺎﻳﺖ ﻛﺘﺒﻲ وزارت ﻧﻔﺖ اﻳﺮان ذﺧﻴﺮه، ﺑﻪ ﻫﺮ ﺷﻜﻞ ﻳﺎ وﺳﻴﻠﻪ ازﺟﻤﻠﻪ ﺗﻜﺜﻴﺮ، ﺑﺨﺸﻲ از اﻳﻦ اﺳﺘﺎﻧﺪارد . ﻳﺎ روش دﻳﮕﺮي در اﺧﺘﻴﺎر اﻓﺮاد ﺛﺎﻟﺚ ﻗﺮار ﮔﻴﺮد، اﻧﺘﻘﺎل،ﺳﺎزي Feb. 2010/ 1388 ﺑﻬﻤﻦ CONTENTS: Page No IPS-E-PR-735(1) :ﻓﻬﺮﺳﺖ ﻣﻄﺎﻟﺐ 0. INTRODUCTION ............................................. 3 3 ............................................................. ﻣﻘﺪﻣﻪ-0 1. SCOPE................................................................ 4 4 ..................................................... داﻣﻨﻪ ﻛﺎرﺑﺮد-1 2. REFERENCES .................................................. 5 5 ............................................................. ﻣﺮاﺟﻊ-2 3.DEFINITIONS AND TERMINOLOGY.......... 6 6 .............................................. ﺗﻌﺎرﻳﻒ و واژﮔﺎن-3 4. SYMBOLS AND ABBREVIATIONS ............. 6 6 ........................................ ﻧﺸﺎﻧﻪ ﻫﺎ و اﺧﺘﺼﺎرات-4 5. UNITS................................................................. 7 7 ........................................................... واﺣﺪﻫﺎ-5 6. BASIC CONSIDERATIONS ........................... 7 7 ............................................... ﻣﻼﺣﻈﺎت ﺑﻨﻴﺎدي-6 6.1 Classification............................................... 7 7 ................................................ ﻃﺒﻘﻪ ﺑﻨﺪي1-6 6.2 Methodology................................................ 8 8 ............................................. روش ﺷﻨﺎﺳﻲ2-6 6.3 Sources......................................................... 8 8 ....................................................... ﻣﻨﺎﺑﻊ3-6 6.4 Characteristics ............................................ 11 11 ................................................ ﺧﺼﻮﺻﻴﺎت4-6 6.5 Quantities .................................................... 11 11 ...................................................... ﻣﻘﺎدﻳﺮ5-6 7. SLUDGE HANDLING, TREATMENT AND REUSE ...................................................... 12 12 ................... ﺗﺼﻔﻴﻪ و اﺳﺘﻔﺎده ﻣﺠﺪد از ﻟﺠﻦ، ﺣﻤﻞ-7 7.1 General ........................................................ 12 12 ..................................................... ﻋﻤﻮﻣﻲ1-7 7.2 Sludge and Scum Pumping ........................ 13 13 ................ ﺗﻠﻤﺒﻪ ﻛﺮدن ﻟﺠﻦ و ﺗﻔﺎﻟﻪ روي ﺳﻄﺢ2-7 7.3 Sludge Piping .............................................. 20 20 .......................................... ﻟﻮﻟﻪ ﻛﺸﻲ ﻟﺠﻦ3-7 7.4 Preliminary Operation Facilities............... 21 21 .......................... ﺗﺠﻬﻴﺰات ﻋﻤﻠﻴﺎت ﻣﻘﺪﻣﺎﺗﻲ4-7 7.5 Thickening (concentration)........................ 24 24 .................................... ( ﺗﻐﻠﻴﻆ)ﻏﻠﻴﻆ ﺳﺎزي5-7 7.6 Stabilization ................................................ 26 26 ...................................................... ﺗﺜﺒﻴﺖ6-7 7.7 Conditioning................................................ 32 32 ...................................................... اﺻﻼح7-7 1 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) 7.8 Disinfection.................................................. 33 33 ........................................ ﺿﺪﻋﻔﻮﻧﻲ ﻛﺮدن8-7 7.9 Dewatering .................................................. 34 34 .................................................... آﺑﮕﻴﺮي9-7 7.10 Heat Drying............................................... 41 41 .................................. ﺧﺸﻚ ﻛﺮدن ﮔﺮﻣﺎﻳﻲ10-7 7.11 Thermal Reduction................................. 42 42 ............................................ اﺣﻴﺎء ﮔﺮﻣﺎﻳﻲ11-7 7.12 Land Application of Sludge ..................... 44 44 .............................. ﻛﺎرﺑﺮد زﻣﻴﻦ ﺑﺮاي ﻟﺠﻦ12-7 7.13 Chemical Fixation..................................... 45 45 ....................................... ﺗﺜﺒﻴﺖ ﺷﻴﻤﻴﺎﻳﻲ13-7 8. FINAL SLUDGE AND SOLIDS CONVEYANCE, STORAGE AND DISPOSAL ......................................................... 46 46 ... ذﺧﻴﺮه ﺳﺎزي و دﻓﻊ ﻟﺠﻦ و ﺟﺎﻣﺪات ﻧﻬﺎﻳﻲ، اﻧﺘﻘﺎل-8 8.1 General ........................................................ 46 46 ..................................................... ﻋﻤﻮﻣﻲ1-8 8.2 Conveyance Methods.................................. 46 46 .......................................... روﺷﻬﺎي اﻧﺘﻘﺎل2-8 8.3 Sludge Storage ............................................ 48 48 ...................................... ذﺧﻴﺮه ﺳﺎزي ﻟﺠﻦ3-8 8.4 Final Disposal.............................................. 48 48 ................................................ دﻓﻊ ﻧﻬﺎﻳﻲ4-8 8.5 Incineration................................................. 50 50 .................................................. ﺳﻮزاﻧﺪن5-8 8.6 Ash Handling and Disposal........................ 51 51 .................................. ﺣﻤﻞ و دﻓﻊ ﺧﺎﻛﺴﺘﺮ6-8 APPENDICES: :ﭘﻴﻮﺳﺖﻫﺎ APPENDIX A ........................................................ 52 52 ........................................................... ﭘﻴﻮﺳﺖ اﻟﻒ APPENDIX B TYPICAL CHARACTERISTICS OF SOLIDS AND SLUDGE...... 53 53 .............ﭘﻴﻮﺳﺖ ب ﻧﻤﻮﻧﻪ ﻣﺸﺨﺼﺎت ﺟﺎﻣﺪات و ﻟﺠﻦ ﻫﺎ APPENDIX C TYPICAL QUANTITIES AND CONCENTRATIONS OF SLUDGES ................................... 56 56 .................ﭘﻴﻮﺳﺖ ج ﻧﻤﻮﻧﻪ ﻣﻘﺎدﻳﺮ و ﻏﻠﻈﺘﻬﺎي ﻟﺠﻦﻫﺎ 2 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) ﻣﻘﺪﻣﻪ-0 0. INTRODUCTION "Design of Miscellaneous Processes in OGP Industries" particularly involving in the Environmental Aspects are broad and contain various subjects of paramount importance. ﮔﺎز و،"ﻃﺮاﺣﻲ ﻓﺮآﻳﻨﺪﻫﺎي ﻣﺘﻔﺮﻗﻪ ﺑﺮاي ﻓﺮآﻳﻨﺪﻫﺎي ﻧﻔﺖ ﭘﺘﺮوﺷﻴﻤﻲ" ﺑﻪ وﻳﮋه از ﻣﻨﻈﺮ ﻣﺤﻴﻂ زﻳﺴﺖ وﺳﻴﻊ و ﺷﺎﻣﻞ .ﻣﻮﺿﻮﻋﺎت ﻣﺨﺘﻠﻒ ﻣﻬﻢ اﺳﺖ Therefore, a group of process Engineering Standards are prepared to cover this subject. This group includes the following Standards: ﺑﻨﺎﺑﺮاﻳﻦ ﻣﺠﻤﻮﻋﻪاي از اﺳﺘﺎﻧﺪاردﻫﺎي ﻣﻬﻨﺪﺳﻲ ﻓﺮآﻳﻨﺪ ﺑﺮاي اﻳﻦ ﻣﺠﻤﻮﻋﻪ ﺷﺎﻣﻞ.ﭘﻮﺷﺶ اﻳﻦ ﻣﻮﺿﻮع ﺗﻬﻴﻪ ﺷﺪﻧﺪ :اﺳﺘﺎﻧﺪاردﻫﺎي زﻳﺮ اﺳﺖ STANDARD CODE STANDARD TITLE ﻣﻮﺿﻮع اﺳﺘﺎﻧﺪارد ﻛﺪ اﺳﺘﺎﻧﺪارد IPS-E-PR-700 "Engineering Standard for Process Design of Crude Oil Electrostatic Desalters" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-700 زداﻫﺎي ﻧﻤﻚ ﻓﺮآﻳﻨﺪي "اﻟﻜﺘﺮواﺳﺘﺎﺗﻴﻜﻲ ﻧﻔﺖ ﺧﺎم IPS-E-PR-725 "Engineering Standard for Process Design of Plant Waste Water Sewer Systems" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-725 ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪ ﻫﺎي ﻣﺠﺎري ﻓﺎﺿﻼب "ﭘﺴﺎب ﻛﺎرﺧﺎﻧﻪ IPS-E-PR-730 "Engineering Standard for Process Design of Plant Waste Water Treatment and Recovery Systems" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-730 ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪ ﻫﺎي ﺗﺼﻔﻴﻪ و "ﺑﺎزﻳﺎﻓﺖ ﭘﺴﺎب ﻛﺎرﺧﺎﻧﻪ IPS-E-PR-735 "Engineering Standard for Process Design of Plant Solid Waste Treatment & Disposal Systems" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-735 ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪ ﻫﺎي دﻓﻊ و ﺗﺼﻔﻴﻪ "ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪ ﻛﺎرﺧﺎﻧﻪ This Engineering Standard Specification covers: :اﻳﻦ ﻣﺸﺨﺼﻪ اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﻋﻨﻮان زﻳﺮ را ﭘﻮﺷﺶ ﻣﻴﺪﻫﺪ "PROCESS DESIGN OF PLANT SOLID WASTE TREATMENT & DISPOSAL SYSTEMS" " ﻃﺮاﺣﻲ ﻓﺮآﻳﻨﺪي ﺳـﺎﻣﺎﻧﻪ ﻫـﺎي دﻓـﻊ و ﺗـﺼﻔﻴﻪ ﺿـﺎﻳﻌﺎت "ﺟﺎﻣﺪ ﻛﺎرﺧﺎﻧﻪ 3 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) داﻣﻨﻪ ﻛﺎرﺑﺮد-1 1. SCOPE This Engineering Standard Specification covers minimum requirements for the process design and engineering of plant solid waste treatment and disposal facilities in OGP Industries. This Engineering Standard does not deal with the disposal systems and treatment facilities pertaining to the air pollution aspects and covers only the water pollution features. اﻳﻦ ﻣﺸﺨﺼﻪ اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﻛﻤﺘﺮﻳﻦ اﻟﺰاﻣﺎت ﺑﺮاي ﻃﺮاﺣﻲ ﻓﺮآﻳﻨﺪي و ﻣﻬﻨﺪﺳﻲ ﺗﺎﺳﻴﺴﺎت دﻓﻊ و ﺗﺼﻔﻴﻪ ﮔﺎز و ﭘﺘﺮوﺷﻴﻤﻲ،ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪ ﻛﺎرﺧﺎﻧﻪ را در ﺻﻨﺎﻳﻊ ﻧﻔﺖ اﻳﻦ اﺳﺘﺎﻧﺪاردﻫﺎي ﻣﻬﻨﺪﺳﻲ ﺷﺎﻣﻞ.ﺷﺎﻣﻞ ﻣﻴﺸﻮد ﺳﺎﻣﺎﻧﻪﻫﺎي دﻓﻊ و ﺗﺎﺳﻴﺴﺎت ﺗﺼﻔﻴﻪ ﻣﺮﺑﻮط ﺑﻪ آﻟﻮدﮔﻲ ﻫﻮا .ﻧﻤﻲ ﺷﻮد و ﻓﻘﻂ آﻟﻮدﮔﻲ آب را ﭘﻮﺷﺶ ﻣﻴﺪﻫﺪ As far as Environmental Regulations are concerned, extent of application of all systems, facilities and/or methods as outlined in this Standard Specification shall be instructed by the Company for each project. ،از آﻧﺠﺎﻳﻲ ﻛﻪ ﻗﻮاﻧﻴﻦ زﻳﺴﺖ ﻣﺤﻴﻄﻲ ﻣﺪ ﻧﻈﺮ ﻣﻲ ﺑﺎﺷﻨﺪ ،ﺷﺮﻛﺖ ﺑﺎﻳﺪ ﺑﺮاي ﻫﺮ ﭘﺮوژه ﮔﺴﺘﺮه ﻛﺎرﺑﺮد ﻫﻤﻪ ﺳﺎﻣﺎﻧﻪ ﻫﺎ ﻳﺎ روﺷﻬﺎي ﺑﻴﺎن ﺷﺪه در اﻳﻦ ﻣﺸﺨﺼﻪ/ﺗﺎﺳﻴﺴﺎت و .اﺳﺘﺎﻧﺪارد را ﻣﻌﻴﻦ ﻛﻨﺪ This Engineering Standard Specification shall be read in conjunction with the standards listed below: اﻳﻦ ﻣﺸﺨﺼﻪ اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺎﻳﺪ ﻫﻤﺮاه ﺑﺎ :اﺳﺘﺎﻧﺪاردﻫﺎي زﻳﺮ ﻋﻤﻞ ﺷﻮد IPS-E-GN-100 " Engineering Standard for Units" " "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي واﺣﺪﻫﺎIPS-E-GN-100 IPS-E-CE-400 “Engineering Standard for Sanitary Sewage Treatment" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﺗﺼﻔﻴﻪIPS-E-CE-400 "ﻓﺎﺿﻼب ﺑﻬﺪاﺷﺘﻲ IPS-C-CE-342 "Construction Standards for Water Supply & Sewerage System" "اﺳﺘﺎﻧﺪاردﻫﺎي ﺳﺎﺧﺖ ﺑﺮاي ﺳﺎﻣﺎﻧﻪIPS-C-CE-342 " ﺗﺄﻣﻴﻦ آب و ﺷﺒﻜﻪ ﻓﺎﺿﻼب IPS-M-CE-345 "Material Standard for Water Supply & Sewerage Equipment" "اﺳﺘﺎﻧﺪارد ﻣﻮاد ﺑﺮاي ﺗﺠﻬﻴﺰاتIPS-M-CE-345 "ﺗﺄﻣﻴﻦ آب و ﺷﺒﻜﻪ ﻓﺎﺿﻼب IPS-E-SF-880 " Engineering Standard for Water Pollution Control" " اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻛﻨﺘﺮلIPS-E-SF-880 "آﻟﻮدﮔﻲ آب IPS-E-PR-725 " Engineering Standard for Process Design of Plant Waste Water Sewer Systems" "اﺳﺘﺎﻧﺪاردﻫﺎي ﻣﻬﻨﺪﺳﻲ ﺑﺮايIPS-E-PR-725 ﻃﺮاﺣﻲ ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪ ﻫﺎي "ﻣﺠﺎري ﻓﺎﺿﻼب ﭘﺴﺎب ﻛﺎرﺧﺎﻧﻪ IPS-E-PR-730 " Engineering Standard for Process Design of Plant Waste Water Treatment and Recovery Systems" " اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-730 ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪﻫﺎي ﺗﺼﻔﻴﻪ و "ﺑﺎزﻳﺎﻓﺖ ﭘﺴﺎب ﻛﺎرﺧﺎﻧﻪ :1 ﻳﺎدآوري Note 1: ﺗﻮﺳﻂ ﻛﻤﻴﺘﻪ ﻓﻨﻲ1384 اﻳﻦ اﺳﺘﺎﻧﺪارد در ﻣﺮداد ﻣﺎه ﺳﺎل ﻣﺮﺑﻮﻃﻪ ﺑﺮرﺳﻲ و ﻣﻮارد ﺗﺄﻳﻴﺪ ﺷﺪه ﺑﻪ ﻋﻨﻮان اﺻﻼﺣﻴﻪ اﻳﻦ. اﺑﻼغ ﮔﺮدﻳﺪ271 ﻃﻲ ﺑﺨﺸﻨﺎﻣﻪ ﺷﻤﺎره1 ﺷﻤﺎره . ﻣﻮارد در اﻳﻦ اﺳﺘﺎﻧﺪارد ﻟﺤﺎظ ﮔﺮدﻳﺪه اﺳﺖ This standard specification is reviewed and updated by the relevant technical committee on Aug 2005, as amendment No. 1 by circular No. 271. 4 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) :2 ﻳﺎدآوري Note 2: اﻳﻦ اﺳﺘﺎﻧﺪارد دو زﺑﺎﻧﻪ ﻧﺴﺨﻪ ﺑﺎزﻧﮕﺮي ﺷﺪه اﺳﺘﺎﻧﺪارد ﺗﻮﺳﻂ ﻛﻤﻴﺘﻪ ﻓﻨﻲ1388 ﻣﻲﺑﺎﺷﺪ ﻛﻪ در ﺑﻬﻤﻦ ﻣﺎه ﺳﺎل از.( اراﻳﻪ ﻣﻲﮔﺮدد1) ﻣﺮﺑﻮﻃﻪ اﻧﺠﺎم و ﺑﻪ ﻋﻨﻮان وﻳﺮاﻳﺶ .( اﻳﻦ اﺳﺘﺎﻧﺪارد ﻣﻨﺴﻮخ ﻣﻲﺑﺎﺷﺪ0) اﻳﻦ ﭘﺲ وﻳﺮاﻳﺶ This bilingual standard is a revised version of the standard specification by the relevant technical committee on Feb 2010, which is issued as revision (1). Revision (0) of the said standard specification is withdrawn. :3 ﻳﺎدآوري Note 3: ﻣﺘﻦ،در ﺻﻮرت اﺧﺘﻼف ﺑﻴﻦ ﻣﺘﻦ ﻓﺎرﺳﻲ و اﻧﮕﻠﻴﺴﻲ .اﻧﮕﻠﻴﺴﻲ ﻣﻼك ﻣﻲﺑﺎﺷﺪ In case of conflict between Farsi and English languages, English language shall govern. ﻣﺮاﺟﻊ-2 2. REFERENCES Throughout this Standard the following dated and undated standards/codes are referred to. These referenced documents shall, to the extent specified herein, form a part of this standard. For dated references, the edition cited applies. The applicability of changes in dated references that occur after the cited date shall be mutually agreed upon by the Company and the Vendor. For undated references, the latest edition of the referenced documents (including any supplements and amendments) applies. در اﻳﻦ اﺳﺘﺎﻧﺪارد ﺑﻪ اﺳﺘﺎﻧﺪاردﻫﺎ و آﻳﻴﻦ ﻧﺎﻣﻪﻫﺎي ﺗﺎرﻳﺦ دار ﺗﺎ ﺣﺪي، اﻳﻦ ﻣﺮاﺟﻊ.و ﺑﺪون ﺗﺎرﻳﺦ زﻳﺮ اﺷﺎره ﺷﺪه اﺳﺖ ،ﻛﻪ در اﻳﻦ اﺳﺘﺎﻧﺪارد ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﺮﻓﺘﻪ اﺳﺖ در ﻣﺮاﺟﻊ.ﺑﺨﺸﻲ از اﻳﻦ اﺳﺘﺎﻧﺪارد ﻣﺤﺴﻮب ﻣﻲﺷﻮﻧﺪ وﻳﺮاﻳﺶ ﮔﻔﺘﻪ ﺷﺪه ﻣﻼك ﺑﻮده و ﺗﻐﻴﻴﺮاﺗﻲ ﻛﻪ،ﺗﺎرﻳﺦ دار ﭘﺲ از ﺗﻮاﻓﻖ،ﺑﻌﺪ از ﺗﺎرﻳﺦ وﻳﺮاﻳﺶ در آﻧﻬﺎ داده ﺷﺪه اﺳﺖ در ﻣﺮاﺟﻊ ﺑﺪون.ﺑﻴﻦ ﺷﺮﻛﺖ و ﻓﺮوﺷﻨﺪه ﻗﺎﺑﻞ اﺟﺮا ﻣﻲﺑﺎﺷﺪ آﺧﺮﻳﻦ وﻳﺮاﻳﺶ آﻧﻬﺎ ﺑﻪ اﻧﻀﻤﺎم ﻛﻠﻴﻪ اﺻﻼﺣﺎت و،ﺗﺎرﻳﺦ .ﭘﻴﻮﺳﺘﻬﺎي آن ﻣﻼك ﻋﻤﻞ ﻣﻲﺑﺎﺷﻨﺪ IPS(IRANIAN PETROLEUM STANDARDS) ( )اﺳﺘﺎﻧﺪاردﻫﺎي ﻧﻔﺖ اﻳﺮانIPS IPS-E-CE-400 "Engineering Standard for Sanitary Sewage Treatment" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﺗﺼﻔﻴﻪIPS-E-CE-400 "ﻓﺎﺿﻼب ﺑﻬﺪاﺷﺘﻲ IPS-C-CE-342 "Construction Standards for Water Supply & Sewerage System" "اﺳﺘﺎﻧﺪاردﻫﺎي ﺳﺎﺧﺖ ﺑﺮاي ﺳﺎﻣﺎﻧﻪIPS-C-CE-342 " ﺗﺄﻣﻴﻦ آب و ﺷﺒﻜﻪ ﻓﺎﺿﻼب IPS-E -GN -100 "Engineering Standard for Units" " "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي واﺣﺪﻫﺎIPS-E -GN -100 IPS-M-CE-345 "Material Standard for Water Supply & Sewerage Equipment" "اﺳﺘﺎﻧﺪارد ﻣﻮاد ﺑﺮاي ﺗﺠﻬﻴﺰات ﺗﺄﻣﻴﻦIPS-M-CE-345 "آب و ﺷﺒﻜﻪ ﻓﺎﺿﻼب IPS-E-SF-880 "Engineering Standard for Water Pollution Control" IPS-E-PR-725 "Engineering Standard for Process Design of Plant Waste Water Sewer Systems" " اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻛﻨﺘﺮلIPS-E-SF-880 "آﻟﻮدﮔﻲ آب " اﺳﺘﺎﻧﺪاردﻫﺎي ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-725 ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪ ﻫﺎي ﻣﺠﺎري ﻓﺎﺿﻼب "ﭘﺴﺎب ﻛﺎرﺧﺎﻧﻪ IPS-E-PR-730 "Engineering Standard for Process Design of Plant Waste Water Treatment and Recovery Systems" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-730 ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪﻫﺎي ﺗﺼﻔﻴﻪ و ﺑﺎزﻳﺎﻓﺖ "ﭘﺴﺎب ﻛﺎرﺧﺎﻧﻪ 5 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) IPS-G-SF-130 "General Standard for Disposal of Solid Waste" "اﺳﺘﺎﻧﺪارد ﻋﻤﻮﻣﻲ ﺑﺮاي دﻓﻊ ﺿﺎﻳﻌﺎتIPS-G-SF-130 "ﺟﺎﻣﺪ “Waste Water Engineering, Treatment And reuse” 4th Ed. 2003 METCALF & EDDY, INC.* ﺗﺼﻔﻴﻪ و اﺳﺘﻔﺎده ﻣﺠﺪد ﭘﺴﺎب " وﻳﺮاﻳﺶ،"ﻣﻬﻨﺪﺳﻲ *2003 ،ﭼﻬﺎرم * ﻛﺘﺎب * Text Book ﺗﻌﺎرﻳﻒ و واژﮔﺎن-3 3.DEFINITIONS and TERMINOLOGY For definition of the particular terms/words of this Standard Specification, reference should be made to the latest revision of the following standards/publications: ﻛﻠﻤﻪ ﻫﺎي ﺧﺎص اﻳﻦ ﻣﺸﺨﺼﻪ/ﺑﺮاي ﺗﻌﺮﻳﻒ ﻋﺒﺎرات ﻧﺸﺮﻳﻪ ﻫﺎي/اﺳﺘﺎﻧﺪارد ﺑﻪ آﺧﺮﻳﻦ وﻳﺮاﻳﺶ اﺳﺘﺎﻧﺪاردﻫﺎي .زﻳﺮ ﺑﺎﻳﺪ رﺟﻮع ﺷﻮد API Vol. 1, "Manual on Disposal of Refinery Wastes, Volume on Liquid Wastes" ، "ﻛﺘﺎﺑﭽﻪ دﻓﻊ ﺿﺎﻳﻌﺎت ﭘﺎﻻﻳﺸﮕﺎﻫﻲAPI Vol. 1, IPS-E-CE-380 "Engineering Standard for Sewerage and Surface Water Drainage System" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﺳﺎﻣﺎﻧﻪIPS-E-CE-380 "ﺷﺒﻜﻪ ﻓﺎﺿﻼب و ﺗﺨﻠﻴﻪ آب ﺳﻄﺤﻲ IPS-E-CE-390 "Engineering Standard for Rain & Foul Water Drainage of Buildings" آب ﺑﺎران، "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮايIPS-E-CE-390 " و آب آﻟﻮده ﺗﺨﻠﻴﻪ ﺳﺎﺧﺘﻤﺎن ﻫﺎ IPS-E-CE-400 "Engineering Standard for Sanitary Sewage Treatment" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﺗﺼﻔﻴﻪIPS-E-CE-400 "ﻓﺎﺿﻼب ﺑﻬﺪاﺷﺘﻲ IPS-E-PR-725 "Engineering Standard for Process Design of Plant Waste Water Sewer Systems" "اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-725 ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪ ﻫﺎي ﻣﺠﺎري "ﻓﺎﺿﻼب ﭘﺴﺎب ﻛﺎرﺧﺎﻧﻪ IPS-E-PR-730 "Engineering Standard for Process Design of Plant Waste Water Treatment and Recovery Systems" " اﺳﺘﺎﻧﺪارد ﻣﻬﻨﺪﺳﻲ ﺑﺮاي ﻃﺮاﺣﻲIPS-E-PR-730 ﻓﺮآﻳﻨﺪي ﺳﺎﻣﺎﻧﻪﻫﺎي ﺗﺼﻔﻴﻪ و "ﺑﺎزﻳﺎﻓﺖ ﭘﺴﺎب ﻛﺎرﺧﺎﻧﻪ " ﻓﺼﻞ ﺿﺎﻳﻌﺎت ﻣﺎﻳﻊ ﻧﺸﺎﻧﻪ ﻫﺎ و اﺧﺘﺼﺎرات-4 4. SYMBOLS AND ABBREVIATIONS Symbols and abbreviations referred to in this Standard are as follows: ﻋﻼﺋﻢ و اﺧﺘﺼﺎراﺗﻲ ﻛﻪ ﻣﺮﺑﻮط ﺑﻪ اﻳﻦ اﺳﺘﺎﻧﺪاردﻫﺎ ﻣﻲﺑﺎﺷﻨﺪ :در زﻳﺮ آﻣﺪه اﺳﺖ BOD5 The 5 Day Biochemical Oxygen Demand at 20°C. روز در5 اﻛﺴﻴﮋن ﺑﻴﻮﺷﻴﻤﻴﺎﻳﻲ ﻣﻮرد ﻧﻴﺎز ﻃﻲ . درﺟﻪ ﺳﺎﻧﺘﻴﮕﺮاد20 دﻣﺎي BS&W Basic Sediment and Water. COD Chemical Oxygen Demand. DN Diameter Nominal, (mm). BOD5 .( آب و رﺳﻮﺑﺎت ﭘﺎﻳﻪ)اوﻟﻴﻪBS&W 6 .اﻛﺴﻴﮋن ﺷﻴﻤﻴﺎﻳﻲ ﻣﻮرد ﻧﻴﺎز COD .( )ﻣﻴﻠﻲ ﻣﺘﺮ، ﻗﻄﺮ اﺳﻤﻲ DN Feb. 2010/ 1388 ﺑﻬﻤﻦ DO Dissolved Oxygen. EPA Environmental Protection Agency. l/s Liter per second. m Meter. OGP Oil, Gas and Petrochemical. PFRP Process to Further Reduce Pathogens. ppmm IPS-E-PR-735(1) .اﻛﺴﻴﮋن ﻣﺤﻠﻮل DO .آژاﻧﺲ ﺣﻔﺎﻇﺖ ﻣﺤﻴﻂ زﻳﺴﺖ EPA .ﻟﻴﺘﺮ در ﺛﺎﻧﻴﻪ l/s .ﻣﺘﺮ m . ﮔﺎز و ﭘﺘﺮوﺷﻴﻤﻲ،ﻧﻔﺖ OGP .ﻓﺮآﻳﻨﺪ ﺑﺮاي ﻛﺎﻫﺶ ﺑﻴﺸﺘﺮ ﻋﻮاﻣﻞ ﺑﻴﻤﺎري زا PFRP Parts per million by mass, (mg/kg) and/or (mg/l) in case of water. ﻳـﺎ در/ ( وmg/kg) ﻗﺴﻤﺖ در ﻣﻴﻠﻴﻮن وزﻧﻲ .(mg/l) آب ppmm PSRP Process to Significantly Reduce Pathogens. ﻓﺮآﻳﻨﺪ ﺑﺮاي ﻛﺎﻫﺶ ﻗﺎﺑﻞ ﺗﻮﺟﻪ ﻋﻮاﻣﻞ ﺑﻴﻤﺎري .زا PSRP r/min (rpm) Rotations per minute. .دور در دﻗﻴﻘﻪ r/min (rpm) SS Suspended Solids. .ﺟﺎﻣﺪات ﻣﻌﻠﻖ SS TDS Total Dissolved Solids. .ﻛﻞ ﺟﺎﻣﺪات ﻣﺤﻠﻮل TDS TS Total Solids. .ﻛﻞ ﺟﺎﻣﺪات TS واﺣﺪﻫﺎ-5 5. UNITS This Standard is based on International System of Units (SI) as per IPS-E-GN-100, except where otherwise specified. ،(SI) ﺑﺮﻣﺒﻨﺎي ﺳﺎﻣﺎﻧﻪ ﺑﻴﻦ اﻟﻤﻠﻠﻲ واﺣﺪﻫﺎ،اﻳﻦ اﺳﺘﺎﻧﺪارد ﻣﮕﺮ آﻧﻜﻪ، ﻣﻲﺑﺎﺷﺪIPS-E-GN-100 ﻣﻨﻄﺒﻖ ﺑﺎ اﺳﺘﺎﻧﺪارد .در ﻣﺘﻦ اﺳﺘﺎﻧﺪارد ﺑﻪ واﺣﺪ دﻳﮕﺮي اﺷﺎره ﺷﺪه ﺑﺎﺷﺪ ﻣﻼﺣﻈﺎت ﺑﻨﻴﺎدي-6 6. BASIC CONSIDERATIONS 6.1 Classification ﻃﺒﻘﻪ ﺑﻨﺪي1-6 Solid wastes include those suspended in liquids and are classified in the following categories in the order of increasing difficulty in disposal: ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪي ﻛﻪ در ﻣﺎﻳﻌﺎت ﻣﻌﻠﻖ ﻣﻲ ﺑﺎﺷﻨﺪ ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ اﻓﺰاﻳﺶ ﻣﺸﻜﻼت دﻓﻊ ﺑﻪ ﮔﺮوه ﻫﺎي زﻳﺮ ﻃﺒﻘﻪ ﺑﻨﺪي :ﻣﻲ ﺷﻮﻧﺪ a) Inert dry solids, e.g., trash, silt, spent cracking catalyst. ﮔﻞ، زﺑﺎﻟﻪ، ازﺟﻤﻠﻪ ﺗﻔﺎﻟﻪ،اﻟﻒ( ﺟﺎﻣﺪات ﺧﺸﻚ ﺧﻨﺜﻲ ﻛﺎﺗﺎﻟﻴﺴﺖ ﻣﺼﺮف ﺷﺪه در واﺣﺪ،و ﻻي ﻛﺮاﻛﻴﻨﮓ b) Combustible dry solids, e.g., trash, waste paper, scrap lumber. ، زﺑﺎﻟﻪ: ب( ﺟﺎﻣﺪات ﺧﺸﻚ ﻗﺎﺑﻞ اﺣﺘﺮاق از ﺟﻤﻠﻪ c) . اﻟﻮار اﺳﻘﺎﻃﻲ،ﻛﺎﻏﺬ زاﺋﺪ Sludges containing water and solids, ج( ﻟﺠﻦ ﻫـﺎي ﺣﺎوي آب و ﺟﺎﻣﺪات ازﺟﻤﻠﻪ ﻟﺠﻦ e.g., water softener sludges, sanitary . ﻟﺠﻦ ﻫﺎي ﺑﻬﺪاﺷﺘﻲ، ﻫﺎي واﺣﺪ ﻧﺮم ﻛﻨﻨﺪه آب sludges d) د( ﻟﺠﻦ ﻫﺎي ﺣﺎوي روﻏﻦ ازﺟﻤﻠﻪ رﺳﻬﺎي ﻣﺼﺮف Sludges containing oil, e.g., spent clays. .ﺷﺪه 7 Feb. 2010/ 1388 ﺑﻬﻤﻦ e) IPS-E-PR-735(1) ،ﻫ( ﻟﺠﻦ ﻫﺎي ﺣﺎوي ﻧﻔﺖ – آب و ﺟﺎﻣﺪات ﻣﺎﻧﻨﺪ Sludges containing oil, water, and solids, e.g., tank bottoms, oil-water separator bottoms. ﻣﻮاد ﺗﻪ ﻣﺨﺎزن و ﻣﻮاد ﺗﻪ ﻇﺮف ﺟﺪا ﻛﻨﻨﺪه آب .– روﻏﻦ روش ﺷﻨﺎﺳﻲ2-6 6.2 Methodology For proper evaluation and selection of solid waste disposal the following procedures shall be performed: ﺑﺮاي ارزﻳﺎﺑﻲ و اﻧﺘﺨﺎب ﻣﻨﺎﺳﺐ دﻓﻊ ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪ ﻣﺮاﺣﻞ :زﻳﺮ ﺑﺎﻳﺪ اﺟﺮا ﺷﻮد a) Tabulation of sources. b) Sludge production rates and quantities. c) Physical characteristics such as pumpability, concentration factor, etc. ،ج( ﺧﺼﻮﺻﻴﺎت ﻓﻴﺰﻳﻜﻲ ﻣﺎﻧﻨﺪ ﻗﺎﺑﻠﻴﺖ ﺗﻠﻤﺒﻪ ﺷﺪن Analyses for water, oil and solids contents, volatiles, and ash. ﻣﻮاد، ﻧﻔﺖ و ﺟﺎﻣﺪات،د( آﻧﺎﻟﻴﺰﻫﺎﻳﻲ ﺑﺮاي ﻣﻘﺎدﻳﺮ آب Analyses of the water component for pH, sulfide, acidity or alkalinity, lead, and other constituents having potentially significant effects on water pollution. اﺳﻴﺪي ﻳﺎ، ﺳﻮﻟﻔﻴﺪ،pH ﻫ( آﻧﺎﻟﻴﺰ ﺗﺮﻛﻴﺒﺎت آب ﺑﺮاي Analyses of the solids component for combustible and non-combustible content and for size distribution of the dry solids. و( آﻧﺎﻟﻴﺰﻫﺎي ﺗﺮﻛﻴﺐ ﺟﺎﻣﺪات ﺑﺮاي ﺗﺮﻛﻴﺒﺎت ﻗﺎﺑﻞ d) e) f) g) .اﻟﻒ( ﺟﺪول ﺑﻨﺪي ﻣﻨﺎﺑﻊ .ب( ﻣﻴﺰان و ﻣﻘﺎدﻳﺮ ﺗﻮﻟﻴﺪ ﻟﺠﻦ .ﻋﺎﻣﻞ ﻏﻠﻈﺖ و ﻏﻴﺮه .ﻓﺮار و ﺧﺎﻛﺴﺘﺮ و ﻋﻮاﻣﻞ دﻳﮕﺮي ﻛﻪ ﺑﻪ، ﺳﺮب،ﻗﻠﻴﺎﻳﻲ ﺑﻮدن ﺻﻮرت ﺑﺎﻟﻘﻮه در آﻟﻮدﮔﻲ آب ﺗﺎﺛﻴﺮات ﻣﻬﻤﻲ .دارﻧﺪ اﺣﺘﺮاق و ﻏﻴﺮ ﻗﺎﺑﻞ اﺣﺘﺮاق و ﺑﺮاي ﺗﻮزﻳﻊ اﻧﺪازه .ﺟﺎﻣﺪات ﺧﺸﻚ Heating value of sludge (on dry basis). (ز( ارزش ﮔﺮﻣﺎﻳﻲ ﻟﺠﻦ ﻫﺎ )ﺑﺮ ﻣﺒﻨﺎي ﺧﺸﻚ ﻣﻨﺎﺑﻊ3-6 6.3 Sources 6.3.1 Solids in the crude oil supply ﺟﺎﻣﺪات ﻣﻮﺟﻮد در ﻣﻨﺎﺑﻊ ﺗﺎﻣﻴﻦ ﻧﻔﺖ ﺧﺎم1-3-6 All crude oils contain some basic sediment and water (BS &W) which is generally composed of a mixture of water, iron rust, iron sulfides, clay, sand, and so forth produced with the crude oil or picked up in transit. Part of the BS &W is charged to the crude oil Unit and may settle out in the desalter, entering the oily water sewer system along with the desalter effluent. The balance will settle out in storage tanks, resulting in eventual tank-cleaning problems. (BS & W) ﺗﻤﺎم ﻧﻔﺖ ﻫﺎي ﺧﺎم داراي آب و رﺳﻮﺑﺎت ﭘﺎﻳﻪ ﻛﻪ ﻋﻤﻮﻣﺎً اﻳﻦ رﺳﻮﺑﺎت ﺷﺎﻣﻞ ﻣﺨﻠﻮﻃﻲ از آب و زﻧﮓ آﻫﻦ ﺷﻦ و ﻏﻴﺮه ﻛﻪ ﻫﻤﺮاه ﺑﺎ، ﺧﺎك رس،و ﺳﻮﻟﻔﻴﺪﻫﺎي آﻫﻦ ﻧﻔﺖ ﺧﺎم ﺗﻮﻟﻴﺪ ﺷﺪه و ﻳﺎ در ﻣﺮﺣﻠﻪ اﻧﺘﻘﺎل ﺑﺮداﺷﺘﻪ ( ﺑﻪBS & W) ﻗﺴﻤﺘﻲ از آب و رﺳﻮﺑﺎت ﭘﺎﻳﻪ.ﻣﻴﺸﻮﻧﺪ واﺣﺪ ﻧﻔﺖ ﺧﺎم وارد ﺷﺪه و ﻣﻤﻜﻦ اﺳﺖ در ﻧﻤﻚ زدا رﺳﻮب ﻛﻨﺪ و از ﻃﺮﻳﻖ ﻣﻮاد ﺧﺮوﺟﻲ ﻧﻤﻚ زدا وارد ﺳﺎﻣﺎﻧﻪ ﺑﻘﻴﻪ در ﺗﺎﻧﻜﻬﺎي ذﺧﻴﺮه،ﻣﺠﺎري ﻓﺎﺿﻼب آب روﻏﻨﻲ ﺷﻮد ﺗﻪ ﻧﺸﻴﻦ ﺷﺪه و ﻣﻨﺠﺮ ﺑﻪ اﻳﺠﺎد ﻣﺸﻜﻼت در ﺗﻤﻴﺰ ﻛﺮدن .ﻣﺨﺎزن ﻣﻲ ﺷﻮد ﺟﺎﻣﺪات ﺣﺎﺻﻞ از آﺑﻬﺎي ﺳﻄﺤﻲ2-3-6 6.3.2 Solids from surface water Process waters and all other special drainages throughout the plant/refinery shall be isolated آﺑﻬﺎي ﻓﺮآﻳﻨﺪي و ﺗﻤﺎﻣﻲ ﺗﺨﻠﻴﻪ ﻫﺎي ﺧﺎص در ﭘﺎﻻﻳﺸﮕﺎهﻫﺎ 8 Feb. 2010/ 1388 ﺑﻬﻤﻦ from surface run-off. The surface drainage shall be collected in a dedicated and separate clean storm water sewer system (see IPS-E-PR-725). Extensive efforts shall be made to the segregation of the surface drainages and avoiding the contamination or mixing with the oily water sewers. IPS-E-PR-735(1) ﺗﺨﻠﻴﻪ. ﻛﺎرﺧﺎﻧﻪ ﺑﺎﻳﺪ از آﺑﻬﺎي ﺟﺎري ﺳﻄﺤﻲ ﺟﺪا ﺷﻮﻧﺪ/ ﺳﻄﺤﻲ ﺑﺎﻳﺪ در ﻳﻚ ﺳﺎﻣﺎﻧﻪ ﻣﺠﺰا و ﺧﺎص ﻣﺠﺎري )ﻣﺮاﺟﻌﻪ ﺷﻮد ﺑــﻪ.ﻓﺎﺿﻼب ﺳﻴﻼب ﺗﻤﻴﺰ ﺟﻤﻊ ﮔﺮدﻧﺪ ﺗﻼﺷﻬﺎي ﮔﺴﺘﺮدهاي ﺑﺮاي ﺟﺪاﺳﺎزي.(IPS-E-PR-725 ﺗﺨﻠﻴﻪﻫﺎي ﺳﻄﺤﻲ و ﺟﻠﻮﮔﻴﺮي از آﻟﻮدﮔﻲ ﻳﺎ آﻣﻴﺨﺘﻦ .آﻧﻬﺎ ﺑﺎ ﻣﺠﺎري ﭘﺴﺎب روﻏﻨﻲ ﺑﺎﻳﺪ اﻧﺠﺎم ﮔﻴﺮد ﺟﺎﻣﺪات در ﻣﻨﺎﺑﻊ ﺗﺎﻣﻴﻦ آب3-3-6 6.3.3 Solids in the water supply Silt may enter in the water supply. Depending on the source of the supplied water to the plant/refinery and the characteristics and impurities, provision of sedimentation before the water is used shall be investigated. Special attention shall be made to the reducing of deposition of solids in cooling tower basins, heat exchangers and other consumers and, also to prevent these solids from entering oily water sewers. .ﮔﻞ و ﻻي ﻣﻤﻜﻦ اﺳﺖ در ﻣﻨﺎﺑﻊ ﺗﺎﻣﻴﻦ آب وارد ﺷﻮﻧﺪ ﭘﺎﻻﻳﺸﮕﺎه و/ ﺑﺴﺘﮕﻲ ﺑﻪ ﻣﻨﺒﻊ آب ﺗﺎﻣﻴﻦ ﺷﺪه ﺑﻪ واﺣﺪ ﺧﻮاص و ﻧﺎﺧﺎﻟﺼﻲﻫﺎي آن ﭘﻴﺶ ﺑﻴﻨﻲ رﺳﻮب ﮔﺬاري ﻗﺒﻞ ﺗﻮﺟﻪ ﺧﺎﺻﻲ ﺑﺎﻳﺪ ﺑﺮاي.از ﻣﺼﺮف آب ﺑﺎﻳﺪ ﺑﺮرﺳﻲ ﮔﺮدد ﻛﺎﻫﺶ رﺳﻮب ﮔﺬاري ﺟﺎﻣﺪات در ﺣﻮﺿﭽﻪ ﺑﺮﺟﻬﺎي ﺧﻨﻚ ﻣﺒﺪل ﻫﺎي ﮔﺮﻣﺎﻳﻲ و دﻳﮕﺮ ﻣﺼﺮف ﻛﻨﻨﺪهﻫﺎ اﻧﺠﺎم،ﻛﻨﻨﺪه ﮔﻴﺮد و از ورود اﻳﻦ ﺟﺎﻣﺪات ﺑﻪ ﻣﺠﺎري ﻓﺎﺿﻼب آﺑﻬﺎي .روﻏﻨﻲ ﺟﻠﻮﮔﻴﺮي ﺑﻪ ﻋﻤﻞ آﻳﺪ ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪ ﺑﻬﺪاﺷﺘﻲ4-3-6 6.3.4 Sanitary solid wastes Sanitary wastes should be segregated from all other types of drainage systems (see Article 2 of this Standard Specification for applicable sources of disposal and treatment of sanitary sewer). ﺿﺎﻳﻌﺎت ﺑﻬﺪاﺷﺘﻲ ﺑﺎﻳﺴﺘﻲ از ﻛﻠﻴﻪ اﻧﻮاع ﺳﺎﻣﺎﻧﻪ ﻫﺎي ﺗﺨﻠﻴﻪ ﻣﺸﺨﺼﺎت اﻳﻦ2 ﺟﺪا ﮔﺮدﻧﺪ )ﻣﺮاﺟﻌﻪ ﺷﻮد ﺑﻪ ﻣﻘﺎﻟﻪ اﺳﺘﺎﻧﺪارد ﺑﺮاي ﻣﻨﺎﺑﻊ ﻗﺎﺑﻞ اﺟﺮا دﻓﻊ و ﺗﺼﻔﻴﻪ ﻓﺎﺿﻼب .(ﺑﻬﺪاﺷﺘﻲ 6.3.5 Solids and sludges in waste water systems ﺟﺎﻣﺪات و ﻟﺠﻦ ﻫﺎ در ﺳﺎﻣﺎﻧﻪﻫﺎي ﭘﺴﺎب5-3-6 According to the type of plant and the method of plant operation, the sources of solids in a waste water treatment plant can be realized. The principal sources of solids and sludge and the types generated in a conventional waste water treatment plant is demonstrated in Table A.1 of Appendix A. Solids may also be formed by interaction of waste streams in the sewer. Waste waters contain metal ions, such as iron, aluminum, copper; magnesium and etc. from corrosion of the process equipment, chemicals used in treating cooling water, salts in the water intake, and chemicals used in processing. Insoluble metal hydroxide floc may be formed when alkaline wastes are discharged and raise the pH of waste water above neutral. The wastes containing a considerable concentrations of phenols, sulfides, emulsifying agents and alkalines shall be segregated. In general ﻣﻨﺎﺑﻊ،ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﻧﻮع ﻛﺎرﺧﺎﻧﻪ و روش ﻋﻤﻠﻴﺎت ﻛﺎرﺧﺎﻧﻪ ﻣﻨﺎﺑﻊ.ﺟﺎﻣﺪات در واﺣﺪ ﺗﺼﻔﻴﻪ ﭘﺴﺎب ﻗﺎﺑﻞ ﺗﺸﺨﻴﺺ اﺳﺖ اﺻﻠﻲ ﺟﺎﻣﺪات و ﻟﺠﻦ و اﻧﻮاع آﻧﻬﺎ ﻛﻪ در ﻳﻚ ﻛﺎرﺧﺎﻧﻪ 1-ﻣﺘﺪاول ﺗﺼﻔﻴﻪ ﭘﺴﺎب ﺗﻮﻟﻴﺪ ﻣﻲ ﺷﻮﻧﺪ در ﺟﺪول اﻟﻒ ﺟﺎﻣﺪات ﻣﻤﻜﻦ اﺳﺖ.ﭘﻴﻮﺳﺖ )اﻟﻒ( ﻧﺸﺎن داده ﺷﺪه اﺳﺖ ﺑﻪ وﺳﻴﻠﻪ ﺑﺮﻫﻢ ﻛﻨﺶ ﺟﺮﻳﺎﻧﻬﺎي ﺿﺎﻳﻌﺎت در ﻣﺠﺎري ب ﻫﺎي داراي ﻳﻮﻧﻬﺎي ﻓﻠﺰيĤ ﭘﺴ.ﻓﺎﺿﻼب ﺷﻜﻞ ﮔﻴﺮﻧﺪ از ﺧﻮردﮔﻲ. ﻣﻨﻴﺰﻳﻢ و ﻏﻴﺮه، ﻣﺲ، آﻟﻮﻣﻴﻨﻴﻮم،ﻣﺎﻧﻨﺪ آﻫﻦ ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ ﻣﻮرد اﺳﺘﻔﺎده در آب،ﺗﺠﻬﻴﺰات ﻓﺮآﻳﻨﺪي ﻧﻤﻚ ﻫﺎي ﻣﻮﺟﻮد در آب ورودي و ﻣﻮاد،ﺧﻨﻚ ﻛﻨﻨﺪه ﺗﻮده.ﺷﻴﻤﻴﺎﻳﻲ ﻣﻮرد اﺳﺘﻔﺎده در ﻓﺮآﻳﻨﺪ ﻣﻲﺑﺎﺷﻨﺪ ﻫﻴﺪروﻛﺴﻴﺪ ﻓﻠﺰات ﻧﺎﻣﺤﻠﻮل ﻣﻤﻜﻦ اﺳﺖ در ﺻﻮرت ﺗﺨﻠﻴﻪ ﺗﺸﻜﻴﻞ، ﭘﺴﺎب ﺑﺎﻻي ﺧﻨﺜﻲpH ﺿﺎﻳﻌﺎت ﺑﺎزي و اﻓﺰاﻳﺶ ، ﺿﺎﻳﻌﺎﺗﻲ ﻛﻪ داراي ﻏﻠﻈﺖ ﻫﺎي ﻗﺎﺑﻞ ﺗﻮﺟﻪ از ﻓﻨﻞ ﻫﺎ.ﺷﻮد ﺑﺎﻳﺪ، ﻋﻮاﻣﻞ اﻣﻮﻟﺴﻴﻮﻧﻲ و آﻟﻜﺎﻟﻴﻦ ﻫﺎ ﻣﻲ ﺑﺎﺷﻨﺪ،ﺳﻮﻟﻔﻴﺪﻫﺎ در ﻛﻞ ﺗﻮﺻﻴﻪ ﻣﻲ ﺷﻮد ﺗﺨﻠﻴﻪ ﻫﺮﮔﻮﻧﻪ ﻣﻮاد ﺑﻪ.ﺟﺪا ﺷﻮﻧﺪ 9 Feb. 2010/ 1388 ﺑﻬﻤﻦ discharging of any material to the oily sewer system or other drainage systems should be investigated for the final waste treatment and disposal targets. IPS-E-PR-735(1) ،ﺳﺎﻣﺎﻧﻪ ﻣﺠﺎري ﻓﺎﺿﻼب روﻏﻨﻲ ﻳﺎ ﺳﺎﻣﺎﻧﻪﻫﺎي ﺗﺨﻠﻴﻪ دﻳﮕﺮ .ﺑﺮاي دﻓﻊ و ﺗﺼﻔﻴﻪ ﻧﻬﺎﻳﻲ ﺿﺎﻳﻌﺎت ﻣﻮرد ﺑﺮرﺳﻲ ﻗﺮار ﮔﻴﺮد ﻛﺎﺗﺎﻟﻴﺰورﻫﺎي ﻓﺮآﻳﻨﺪﻫﺎي ﻛﺎﺗﺎﻟﻴﺴﺘﻲ6-3-6 6.3.6 Catalytic processes catalysts Catalyst can be appeared in the sewer systems in ﻛﺎﺗﺎﻟﻴﺴﺖ ﻣﻴﺘﻮاﻧﺪ در ﺳﺎﻣﺎﻧﻪﻫﺎي ﻣﺠﺎري ﻓﺎﺿﻼب در .ﻛﺎرﺧﺎﻧﻪ ﻫﺎي داراي ﻓﺮآﻳﻨﺪﻫﺎي ﻛﺎﺗﺎﻟﻴﺘﻴﻜﻲ ﻇﺎﻫﺮ ﺷﻮﻧﺪ ﺗﺠﻬﻴﺰاﺗﻲ ﺑﺮاي ﺑﻪ ﺣﺪاﻗﻞ رﺳﺎﻧﺪن دﻓﻊ ﻛﺎﺗﺎﻟﻴﺰورﻫﺎ ﺑﺎﻳﺪ ﻛﺎﻣﻴﻮﻧﻬﺎي ﻧﺎوداﻧﻲ و ﻇﺮﻓﻬﺎي ﭘﻮﺷﺶدار ﻗﺎﺑﻞ.ﺗﻌﺒﻴﻪ ﮔﺮدد ﺣﻤﻞ ﺑﺮاي ﺟﻠﻮﮔﻴﺮي از ورود ذرات ﻛﺎﺗﺎﻟﻴﺰورﻫﺎ ﺑﻪ ﻫﻮا ، ﺑﻌﻀﻲ ﻣﻮاﻗﻊ ﻛﺎﺗﺎﻟﻴﺴﺖ ﻫﺎ ﺑﻪ وﺳﻴﻠﻪ آب.ﺑﺎﻳﺪ ﺗﻌﺒﻴﻪ ﮔﺮدد دوﻏﺎﺑﻲ ﺷﺪه و ﻣﺴﺘﻘﻴﻤﺎً ﺑﻪ درون ﺣﻮﺿﭽﻪ ﺟﺎﻳﻲ ﻛﻪ . ﺗﻠﻤﺒﻪ ﻣﻲﺷﻮﻧﺪ،ﺟﺎﻣﺪات در آن ﺗﻪ ﻧﺸﻴﻦ ﻣﻲ ﺷﻮد ﻛﺎﺗﺎﻟﻴﺰورﻫﺎي ﻣﺼﺮف ﺷﺪه ﺟﺎﻣﺪي ﻛﻪ داراي ﭘﻼﺗﻴﻨﻴﻮم ﻳﺎ ﻓﻠﺰات ارزﺷﻤﻨﺪ ﻣﻲﺑﺎﺷﻨﺪ ﺑﺎﻳﺪ ﺑﺮاي ﺑﺎزﻳﺎﻓﺖ ﺑﻪ ﺳﺎزﻧﺪه .ﺑﺎزﮔﺮداﻧﺪه ﺷﻮﻧﺪ the plants with catalytic processes applications. Means shall be provided to minimize catalyst disposal. Hopper trucks or covered portable containers shall be provided to prevent catalyst fines from becoming airborne. In some cases spent catalyst is slurred with water and pumped directly to ponds where the solids are settled. Spent solid catalysts which contain, platinum or other valuable metals shall be returned to the manufacturer for recovery. ﺟﺎﻣﺪات ﺣﺎﺻﻞ از ﻋﻤﻠﻴﺎت ﻛﻚ ﺳﺎزي7-3-6 6.3.7 Solids from coking operations 6.3.7.1 Coke fines ذرات ﻛﻚ1-7-3-6 Water used to remove coke from coke chambers in delayed coking Units shall be recirculated through a settling basin to remove entrained coke fines. The basin can be located near the coke storage pile so that storm water will drain through the basin to recover coke washed from the storage area. To clean the basin, coke can be transferred directly to the storage pile with appropriate equipment. آب ﻣﺼﺮﻓﻲ ﺑﺮاي ﺑﺮداﺷﺘﻦ ﻛﻚ از ﻣﺤﻔﻈﻪ ﻫﺎي ﻛﻚ در واﺣﺪﻫﺎي ﻛﻚ ﺗﺄﺧﻴﺮي ﺑﺎﻳﺪ از ﻃﺮﻳﻖ ﺣﻮﺿﭽﻪﻫﺎي ﺗﻪ ﺑﺮﮔﺸﺖ داده،ﻧﺸﻴﻨﻲ ﭘﺲ از ﺟﺪا ﺷﺪن ذرات ﻛﻚ ﻫﻤﺮاه ﺣﻮﺿﭽﻪ ﻣﻴﺘﻮاﻧﺪ در ﻧﺰدﻳﻜﻲ ﻣﺨﺎزن ﻛﻚ ﺳﺎﺧﺘﻪ.ﺷﻮد ،ﺷﻮد ﺑﻪ ﻃﻮري ﻛﻪ ﺟﺮﻳﺎن ﺳﻴﻼب ﺑﺎ رﻳﺨﺘﻦ ﺑﻪ ﺣﻮﺿﭽﻪ ﺑﺮاي.ﻛﻚ ﺷﺴﺘﻪ ﺷﺪه از ﻣﺤﻮﻃﻪ ﻣﺨﺎزن را ﺑﺎزﻳﺎﻓﺖ ﻧﻤﺎﻳﺪ ﻛﻚ ﻣﻲﺗﻮاﻧﺪ ﻣﺴﺘﻘﻴﻤﺎً ﺑﻪ ﺗﻮدهﻫﺎي،ﺗﻤﻴﺰﻛﺎري ﺣﻮﺿﭽﻪﻫﺎ .ذﺧﻴﺮه ﺷﺪه ﺑﺎ ﺗﺠﻬﻴﺰات ﻣﻨﺎﺳﺐ ﻣﻨﺘﻘﻞ ﺷﻮد ﻣﻮم ﻫﺎي ﭘﺲ ﻣﺎﻧﺪه2-7-3-6 6.3.7.2 Wax tailings ﻣﻮمﻫﺎي ﭘﺲ ﻣﺎﻧﺪه از ﻓﺮآﻳﻨﺪ ﻛﻚ ﺳﺎزي ﻳﻚ ﻣﺸﻜﻞ از دﻓﻊ ﻣﻮم.ﺳﺨﺖ دﻓﻊ در ﺳﺎﻣﺎﻧﻪ ﻣﺠﺎري ﻓﺎﺿﻼب اﺳﺖ .ﭘﺲ ﻣﺎﻧﺪ ﺑﻪ ﺳﺎﻣﺎﻧﻪ ﭘﺴﺎب روﻏﻨﻲ ﺑﺎﻳﺪ ﺟﻠﻮﮔﻴﺮي ﺷﻮد رﺳﻮب ﻣﻮم ﻣﻤﻜﻦ اﺳﺖ ﻣﻮﺟﺐ ﮔﺮﻓﺘﮕﻲ در ﻣﺠﺎري ﭘﺴﺎب روﻏﻨﻲ ﮔﺮدد ﻳﺎ ﻛﺎﻫﺶ ﻇﺮﻓﻴﺖ ﺟﺪاﻛﻨﻨﺪه آب روﻏﻦ را ﺑﻪ در ﺑﺮﺧﻲ ﻣﻮارد ﻣﻮم ﻫﺎي ﭘﺲ ﻣﺎﻧﺪه.ﻫﻤﺮاه داﺷﺘﻪ ﺑﺎﺷﺪ ﺻﻌﻮد ﻛﺮده و ﺗﺎ ﻳﻚ اﻧﺪازه در ﻻﻳﻪ ﻧﻔﺘﻲ ﺟﺬب ﺷﺪه و ﺑﺮرﺳﻲ ﻫﺎﻳﻲ.ﺑﺎﻋﺚ ﻣﺸﻜﻼت در ﺗﺼﻔﻴﻪ روﻏﻦ زاﻳﺪ ﺷﻮد ﺑﺎﻳﺪ اﻧﺠﺎم ﺷﻮد ﻛﻪ ﺗﺠﻬﻴﺰاﺗﻲ ﺑﺮاي دﻓﻊ ﻣﻮم ﭘﺲ ﻣﺎﻧﺪه ﻗﺒﻞ از ﺗﺨﻠﻴﻪ آﻧﻬﺎ ﺑﻪ ﺳﺎﻣﺎﻧﻪ ﻣﺠﺎري ﭘﺴﺎب ﺑﺎﻳﺪ ﺗﻌﺒﻴﻪ ﺳﺎﻣﺎﻧﻪ ﺗﺨﻠﻴﻪ ﻛﻚ ﺳﺎز ﻣﻤﻜﻦ اﺳﺖ ﺷﺎﻣﻞ دﺳﺘﮕﺎه.ﮔﺮدد Wax tailings from coking processes present a very difficult disposal problem in the sewer systems. Wax tailings disposal to the oily sewer system shall be avoided. Wax deposits may form to clog the oily water sewer or to reduce the capacity of the oil water separators. In some cases, the wax tailings will rise and be partially absorbed in the oil layer, causing slop oil treating problems. Investigations shall be made to provide facilities to remove wax tailings before discharging to the sewer system. The coker blowdown system may include a scrubber in which a light oil, such as light cycle oil is 10 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) recirculated to dissolve wax tailings and remove them from the water. When the API gravity of the light oil has reached a certain point, the oil shall be returned to the hot-oil system via the fractionator and be replaced by a new charge. ﺗﺼﻔﻴﻪ ﮔﺎز ﺑﺎﺷﺪ ﻛﻪ در آن ﻳﻚ ﻣﺎده ﻧﻔﺘﻲ ﺳﺒﻚ از ﻗﺒﻴﻞ ﻧﻔﺖ ﭼﺮﺧﺸﻲ ﺑﺮاي ﺣﻞ ﻣﻮم ﻫﺎ ﺑﺼﻮرت ﮔﺮدﺷﻲ ﺑﺮاي ﻣﺎدهAPI وﻗﺘﻲ ﻛﻪ درﺟﻪ.ﺣﺬف آﻧﻬﺎ از آب اﺳﺘﻔﺎده ﮔﺮدد ﻧﻔﺖ ﺑﺎﻳﺪ از ﻃﺮﻳﻖ،ﻧﻔﺘﻲ ﺳﺒﻚ ﺑﻪ ﻳﻚ ﻧﻘﻄﻪ ﻣﻌﻠﻮم ﻣﻴﺮﺳﺪ ﺗﻔﻜﻴﻚ ﻛﻨﻨﺪه ﺑﻪ ﺳﺎﻣﺎﻧﻪ روﻏﻦ داغ ﺑﺮﮔﺮداﻧﺪه ﺷﺪه و ﺑﺎ .ﻣﺎده ﺟﺪﻳﺪ ﺟﺎﻳﮕﺰﻳﻦ ﺷﻮد 6.3.8 Particulate matter and fly ash اﺟﺰاء ﺑﺴﻴﺎر رﻳﺰ و ﺧﺎﻛﺴﺘﺮﻫﺎي ﻣﻌﻠﻖ در ﻫﻮا8-3-6 Particulate matter from collectors is sometimes commercially valuable either directly or after further treatment. Therefore, special attention shall be made to collect the particles for reuse purposes such as: ذرات ﻣﺎده ﺣﺎﺻﻞ از ﻇﺮف ﺟﻤﻊ ﻛﻨﻨﺪه ﮔﺎﻫﺎ ﺑﻪ ﺻﻮرت ﻣﺴﺘﻘﻴﻢ و ﻳﺎ ﭘﺲ از ﺗﺼﻔﻴﻪ ﺑﻴﺸﺘﺮ از ﻧﻈﺮ ﺗﺠﺎري ارزﺷﻤﻨﺪ ﺑﻨﺎﺑﺮاﻳﻦ ﺑﺎﻳﺪ ﺗﻮﺟﻪ وﻳﮋه اي ﺑﺮاي ﺟﻤﻊ ﻛﺮدن.ﻫﺴﺘﻨﺪ :ذرات ﺑﺮاي اﺳﺘﻔﺎده ﻣﺠﺪد در ﻣﻘﺎﺻﺪ زﻳﺮ ﻧﻤﻮد - Addition to concrete in small amount; - Using as constituent of clay bricks; - Using as a soil conditioner. اﺿﺎﻓﻪ ﻛﺮدن ﺑﻪ ﺑﺘﻦ در ﻣﻘﺎدﻳﺮ ﻛﻢ؛ - اﺳﺘﻔﺎده ﺑﻪ ﻋﻨﻮان ﺟﺰﺋﻲ از آﺟﺮﻫﺎي رﺳﻲ؛ - .اﺳﺘﻔﺎده ﺑﻪ ﻋﻨﻮان ﺣﺎﻟﺖ دﻫﻨﺪه ﺧﺎك - ﺗﻤﻴﺰﻛﺎري ﺿﺎﻳﻌﺎت9-3-6 6.3.9 Cleanout wastes Solids from cleanout operations contain normally a considerable amounts of various metals and should not be sent to the oily water system. ﺟﺎﻣﺪات ﺣﺎﺻﻞ از ﻋﻤﻠﻴﺎت ﺗﻤﻴﺰﻛﺎري ﺷﺎﻣﻞ ﻣﻘﺎدﻳﺮ ﻣﺘﻔﺎوﺗﻲ از ﻓﻠﺰﻫﺎي ﻣﺨﺘﻠﻒ ﻫﺴﺘﻨﺪ ﻛﻪ ﻧﺒﺎﻳﺪ ﺑﻪ داﺧﻞ .ﺳﺎﻣﺎﻧﻪ آب روﻏﻨﻲ وارد ﺷﻮﻧﺪ ﻣﻨﺎﺑﻊ دﻳﮕﺮ10-3-6 6.3.10 Other sources Other sources of the solid wastes such as the following shall be taken into consideration: ﻣﻨﺎﺑﻊ دﻳﮕﺮ ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪ ﻛﻪ ﺑﺎﻳﺪ ﻣﻮرد ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮﻧﺪ :در زﻳﺮ آﻣﺪه اﺳﺖ - Storage tank drains. .ﺗﺨﻠﻴﻪ زﻣﻴﻨﻲ از ﻣﺨﺰن ذﺧﻴﺮه - - Process Unit drains. .ﺗﺨﻠﻴﻪﻫﺎي واﺣﺪ ﻓﺮآﻳﻨﺪي - - Catalyst contaminated streams. .ﺟﺮﻳﺎﻧﻬﺎي آﻟﻮده ﺑﻪ ﻣﻮاد ﻛﺎﺗﺎﻟﻴﺴﺘﻲ - - Others. .دﻳﮕﺮ ﻣﻮارد - ﺧﺼﻮﺻﻴﺎت4-6 6.4 Characteristics The characteristics vary depending on the origin of the solids and sludge, the amount of aging that has taken place, and the type of processing to which they have been subjected. Some of the physical characteristics of sludges are summarized in Tables B.1, B.2, and B.3 of Appendix B. اﻓﺰاﻳﺶ،ﺧﺼﻮﺻﻴﺎت ﺑﺴﺘﻪ ﺑﻪ ﻣﻨﺸﺎء ﺟﺎﻣﺪات و ﻟﺠﻦ ﻫﺎ ﺑﻌﻀﻲ از. ﺗﻐﻴﻴﺮ ﻣﻲﻛﻨﺪ،ﻛﻬﻨﮕﻲ و ﻧﻮع ﻓﺮآﻳﻨﺪ اﻧﺠﺎم ﮔﺮﻓﺘﻪ و2- ب،1-ﺧﺼﻮﺻﻴﺎت ﻓﻴﺰﻳﻜﻲ ﻟﺠﻦ ﻫﺎ در ﺟﺪوﻟﻬﺎي ب . ﭘﻴﻮﺳﺖ )ب( ﺟﻤﻊ آوري ﺷﺪه اﺳﺖ3-ب ﻣﻘﺎدﻳﺮ5-6 6.5 Quantities The quantity of solids entering the waste water treatment plant is fluctuated over a wide range. ب در ﻳﻚĤﻣﻘﺪار ﻣﻮاد ﺟﺎﻣﺪ ورودي ﺑﻪ ﻛﺎرﺧﺎﻧﻪ ﺗﺼﻔﻴﻪ ﭘﺴ .ﮔﺴﺘﺮه وﺳﻴﻊ ﻧﻮﺳﺎن دارد 11 Feb. 2010/ 1388 ﺑﻬﻤﻦ To ensure capacity capable of handling these variations, the following factors shall be taken into consideration: IPS-E-PR-735(1) ،ﺑﺮاي اﻃﻤﻴﻨﺎن از ﺗﻮاﻧﺎﻳﻲ ﺗﺤﻤﻞ ﻇﺮﻓﻴﺖ در اﻳﻦ ﺗﻐﻴﻴﺮات :ﺑﺎﻳﺪ ﻋﻮاﻣﻞ زﻳﺮ ﻣﻮرد ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮﻧﺪ a) The average and maximum rates of sludge production. .اﻟﻒ( ﻣﻴﺎﻧﮕﻴﻦ و ﺣﺪاﻛﺜﺮ ﻧﺮخ ﻟﺠﻦ ﺗﻮﻟﻴﺪي b) The potential storage capacity of the treatment Units within the plant. ب( ﻇﺮﻓﻴﺖ ذﺧﻴﺮه ﺳﺎزي ﺑﺎﻟﻘﻮه واﺣﺪﻫﺎي ﺗﺼﻔﻴﻪ c) Capabilities to dump short-term peak loads (e.g., by sufficient capacity of equalization basin). ج( ﺗﻮاﻧﺎﻳﻲ ﺣﻤﻞ زاﺋﺪات در زﻣﺎن ﻛﻮﺗﺎه اوج ﺑﺎر )ﺑﻪ .درون ﻛﺎرﺧﺎﻧﻪ ﺑﺎ ﻇﺮﻓﻴﺖ ﻛﺎﻓﻲ ﺣﻮﺿﭽﻪﻫﺎي:ﻋﻨﻮان ﻣﺜﺎل .(ﻧﻮﺳﺎن ﮔﻴﺮ Data on the quantities of sludge produced from various processes and operations and also sludge concentrations are shown in Table C.1 of Appendix C داده ﻫﺎ در ﻣﻮرد ﻣﻘﺎدﻳﺮ ﻟﺠﻦ ﻫﺎي ﺗﻮﻟﻴﺪي از ﻓﺮآﻳﻨﺪﻫﺎ و 1-ﻋﻤﻠﻴﺎت ﻫﺎي ﻣﺨﺘﻠﻒ و ﻏﻠﻈﺖ ﻫﺎي ﻟﺠﻦ در ﺟﺪول ج .در ﭘﻴﻮﺳﺖ )ج( آورده ﺷﺪه اﺳﺖ ﺗﺼﻔﻴﻪ و اﺳﺘﻔﺎده ﻣﺠﺪد از ﻟﺠﻦ، ﺣﻤﻞ-7 7. SLUDGE HANDLING, TREATMENT AND REUSE ﻋﻤﻮﻣﻲ1-7 7.1 General In selecting the appropriate methods of sludge processing, reuse, and disposal, special consideration must be given to the regulations controlling the disposal of sludge from waste water treatment plants. The following main disposal targets shall be investigated : ،در اﻧﺘﺨﺎب روش ﻫﺎي ﻣﻨﺎﺳﺐ ﺑﺮاي ﻓﺮآﻳﻨﺪﻫﺎي ﻟﺠﻦ اﺳﺘﻔﺎده ﻣﺠﺪد و دﻓﻊ آﻧﻬﺎ ﺑﺎﻳﺪ ﺑﻪ ﻣﻘﺮرات ﻛﻨﺘﺮل ﻛﻨﻨﺪه ﺗﻮﺟﻪ وﻳﮋهاي ﻣﺒﺬول،دﻓﻊ ﻟﺠﻦ از واﺣﺪﻫﺎي ﺗﺼﻔﻴﻪ ﭘﺴﺎب : اﻫﺪاف اﺻﻠﻲ دﻓﻊ ﻣﻄﺎﺑﻖ زﻳﺮ ﺑﺎﻳﺪ ﺑﺮرﺳﻲ ﺷﻮد.ﮔﺮدد - Application of sludge to agricultural and non-agricultural land; زﻣﻴﻦ ﻫﺎي ﻛﺸﺎورزي و - Distribution and marketing; - Monofilling; - Surface disposal; - Incineration The sludge processing and disposal methods are listed in Table 1(for more detail refer to Waste water Engineering Treatment Disposal, and Ruse). Thickening (concentration), conditioning, dewatering, and drying are used primarily to remove moisture from sludge; digestion, composting, incineration, wet air oxidation, and vertical tube reactors are used primarily to treat or stabilize the organic material in the sludge. ﻛﺎرﺑﺮد ﻟﺠﻦ در .ﻏﻴﺮﻛﺸﺎورزي - ﺗﻮزﻳﻊ و ﺑﺎزارﻳﺎﺑﻲ - .ﻳﻚ ﺑﺎر ﭘﺮﻛﻨﻲ - دﻓﻊ ﺳﻄﺤﻲ؛ - ﺳﻮزاﻧﺪن - . آورده ﺷﺪهاﻧﺪ1 روﺷﻬﺎي ﻓﺮآورش و دﻓﻊ ﻟﺠﻦ در ﺟﺪول ﺗﺼﻔﻴﻪ و اﺳﺘﻔﺎده،)ﺑﺮاي ﺟﺰﻳﻴﺎت ﺑﻴﺸﺘﺮ ﺑﻪ "ﻣﻬﻨﺪﺳﻲ ،( ﺗﻐﻠﻴﻆ )ﻏﻠﻴﻆ ﺳﺎزي.(ب" ﻣﺮاﺟﻌﻪ ﮔﺮددĤﻣﺠﺪد ﭘﺴ آﺑﮕﻴﺮي و ﺧﺸﻚ ﻛﺮدن از روﺷﻬﺎي اوﻟﻴﻪ ﺑﺮاي، اﺻﻼح ، ﻛﻮد ﺳﺎزي، ﺗﺨﻤﻴﺮ.دﻓﻊ رﻃﻮﺑﺖ از ﻟﺠﻦ ﻣﻴﺒﺎﺷﻨﺪ راﻛﺘﻮرﻫﺎي ﻟﻮﻟﻪ، اﻛﺴﻴﺪاﺳﻴﻮن ﺑﺎ ﻫﻮاي ﻣﺮﻃﻮب،ﺳﻮزاﻧﺪن ﻋﻤﻮدي اﺻﻮﻻً ﺑﺮاي ﺗﺼﻔﻴﻪ ﻳﺎ ﺗﺜﺒﻴﺖ ﻣﻮاد آﻟﻲ ﻣﻮﺟﻮد در .ﻟﺠﻦ ﻫﺎ اﺳﺘﻔﺎده ﻣﻲ ﺷﻮد 12 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) ﺗﻠﻤﺒﻪ ﻛﺮدن ﻟﺠﻦ و ﺗﻔﺎﻟﻪ روي ﺳﻄﺢ2-7 7.2 Sludge and Scum Pumping Sludge produced in waste water treatment plants must be conveyed from one plant point to another in conditions ranging from a watery sludge or scum to a thick sludge. ﻟﺠﻦ ﻫﺎي ﺗﻮﻟﻴﺪ ﺷﺪه در واﺣﺪﻫﺎي ﺗﺼﻔﻴﻪ ﭘﺴﺎب ﺑﺎﻳﺪ از ﻣﺤﻞ ﻛﺎرﺧﺎﻧﻪ ﺑﻪ ﻣﺤﻞ دﻳﮕﺮي ﺑﺎ داﻣﻨﻪ ﻣﺘﻐﻴﻴﺮي از ﺣﺎﻟﺖ .آﺑﻜﻲ ﺑﻮدن ﻳﺎ ﻛﻒ ﺗﺎ ﻟﺠﻦ ﻏﻠﻴﻆ ﻣﻨﺘﻘﻞ ﺷﻮﻧﺪ For each type of sludge and pumping application, a different type of pump may be needed. The application and selection of the various types of sludge pumps are summarized below ﺑﺮاي اﻧﺘﻘﺎل ﻫﺮ ﻧﻮع ﻟﺠﻦ ﻣﻤﻜﻦ اﺳﺖ ﻳﻚ ﻧﻮع ﺗﻠﻤﺒﻪ ﻻزم ﻛﺎرﺑﺮدﻫﺎ و اﻧﺘﺨﺎب اﻧﻮاع ﻣﺨﺘﻠﻒ ﺗﻠﻤﺒﻪﻫﺎ ﺑﺮاي ﻟﺠﻦ.ﺑﺎﺷﺪ :ﻫﺎ در زﻳﺮ آورده ﺷﺪه اﺳﺖ TABLE 1 - SLUDGE-PROCESSING AND DISPOSAL METHODS روش ﻫﺎي ﻓﺮآورش و دﻓﻊ ﻟﺠﻦ-1 ﺟﺪول UNIT OPERATION, UNIT PROCESS, OR TREATMENT METHOD FUNCTION ﻋﻤﻠﻜﺮد واﺣﺪ ﻓﺮآﻳﻨﺪي ﻳﺎ روش ﺗﺼﻔﻴﻪ،ﻋﻤﻠﻴﺎت واﺣﺪ Pumping Transport of sludge and liquid biosolids ﺗﻠﻤﺒﻪ ﻛﺮدن Preliminary operations Grinding operations Screening operations Degritting operations Blending operations Storage operations ﻋﻤﻠﻴﺎت ﻣﻘﺪﻣﺎﺗﻲ آﺳﻴﺎب ﻛﺮدن (ﻏﺮﺑﺎل ﻛﺮدن )اﻟﻚ ﻛﺮدن ﺷﻦ زدن ﻣﺨﻠﻮط ﻛﺮدن ذﺧﻴﺮه ﺳﺎزي Thickening operations Gravity thickening Flotation thickening Centrifugation Gravity belt thickening Rotary drum thickening ﺣﻤﻞ و ﻧﻘﻞ ﻟﺠﻦ و ﻣﺎﻳﻌﺎت ﺑﻴﻮﺟﺎﻣﺪي Particle Size reduction Removal of fibrous materials Grit removal Homogenization of solids stream Flow equalization ﻛﺎﻫﺶ اﻧﺪازه ذرات دﻓﻊ ﻣﻮاد اﻟﻴﺎﻓﻲ ﺣﺬف ﺷﻦ ﻳﻜﻨﻮاﺧﺖ ﺳﺎزي ﺟﺮﻳﺎن ﺟﺎﻣﺪات ﻧﻮﺳﺎن ﮔﻴﺮ ﺟﺮﻳﺎن ﻋﻤﻠﻴﺎت ﺗﻐﻠﻴﻆ Volume reduction ﺗﻐﻠﻴﻆ ﺛﻘﻠﻲ ﺗﻐﻠﻴﻆ ﺑﺎ ﺷﻨﺎورﺳﺎزي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺗﻐﻠﻴﻆ ﺗﺴﻤﻪ ﺛﻘﻠﻲ ﻏﻠﻴﻆ ﺳﺎزي ﺑﺎ ﻇﺮف دوار Stabilization alkaline stabilization Anaerobic digestion Aerobic digestion Composting Conditioning Chemical conditioning Other conditioning methods Volume reduction Volume reduction Volume reduction Volume reduction ﻛﺎﻫﺶ ﺣﺠﻢ ﻛﺎﻫﺶ ﺣﺠﻢ ﻛﺎﻫﺶ ﺣﺠﻢ ﻛﺎﻫﺶ ﺣﺠﻢ ﻛﺎﻫﺶ ﺣﺠﻢ ﺗﺜﺒﻴﺖ Stabilization ﺗﺜﺒﻴﺖ ﻗﻠﻴﺎﻳﻲ ﺗﺨﻤﻴﺮ ﺑﻲ ﻫﻮازي ﺗﺨﻤﻴﺮ ﻫﻮازي ﻛﻮد ﺳﺎزي Stabilization, mass reduction Stabilization, mass reduction Stabilization, product recovery (اﺻﻼح )ﺣﺎﻟﺖ دﻫﻲ اﺻﻼح ﺷﻴﻤﻴﺎﻳﻲ روﺷﻬﺎي دﻳﮕﺮ اﺻﻼح Improve dewaterability Improve dewaterability 13 ﺗﺜﺒﻴﺖ ﻛﺎﻫﺶ ﺟﺮم، ﺗﺜﺒﻴﺖ ﻛﺎﻫﺶ ﺟﺮم، ﺗﺜﺒﻴﺖ ﺑﺎزﻳﺎﺑﻲ ﻣﺤﺼﻮل، ﺗﺜﺒﻴﺖ ﺑﻬﺒﻮد ﻗﺎﺑﻠﻴﺖ آﺑﮕﻴﺮي ﺑﻬﺒﻮد ﻗﺎﺑﻠﻴﺖ آﺑﮕﻴﺮي Feb. 2010/ 1388 ﺑﻬﻤﻦ UNIT OPERATION, UNIT PROCESS, OR TREATMENT METHOD IPS-E-PR-735(1) FUNCTION ﻋﻤﻠﻜﺮد واﺣﺪ ﻓﺮآﻳﻨﺪي ﻳﺎ روش ﺗﺼﻔﻴﻪ،ﻋﻤﻠﻴﺎت واﺣﺪ Dewatering آﺑﮕﻴﺮي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ Centrifuge ﻓﻴﻠﺘﺮ ﻓﺸﺎري ﺗﺴﻤﻪ اي Belt-filter press ﻓﻴﻠﺘﺮ ﻓﺸﺎري Filter press Sludge drying beds ﺑﺴﺘﺮﻫﺎي ﺧﺸﻚ ﻛﻨﻨﺪه ﻟﺠﻦ Reed beds Reed ﺑﺴﺘﺮ (ﺣﻮﺿﭽﻪ ﻫﺎي ﺳﻄﺤﻲ )ﺗﺎﻻب ﻫﺎ Lagoons Heat Drying Direct dryers Indirect dryers ﺧﺸﻚ ﻛﻨﻨﺪه ﺣﺮارﺗﻲ ﺧﺸﻚ ﻛﻨﻨﺪه ﻫﺎي ﻣﺴﺘﻘﻴﻢ ﺧﺸﻚ ﻛﻨﻨﺪه ﻫﺎي ﻏﻴﺮﻣﺴﺘﻘﻴﻢ Incineration: Multiple-hearth incineration ﺳﻮزاﻧﺪن ﺳﻮزاﻧﺪن ﭼﻨﺪ ﻣﺮﻛﺰي Fluidized-bed incieneration Volume reduction Volume reduction Volume reduction Volume reduction Storage, volume reduction Storage, volume reduction Weight and volume reduction Weight and volume reduction ﻛﺎﻫﺶ ﺣﺠﻢ ﻛﺎﻫﺶ ﺣﺠﻢ ﻛﺎﻫﺶ ﺣﺠﻢ ﻛﺎﻫﺶ ﺣﺠﻢ ﻛﺎﻫﺶ ﺣﺠﻢ، ذﺧﻴﺮه ﺳﺎزي ﻛﺎﻫﺶ ﺣﺠﻢ، ذﺧﻴﺮه ﺳﺎزي ﻛﺎﻫﺶ ﺣﺠﻢ و وزن ﻛﺎﻫﺶ ﺣﺠﻢ و وزن Volume reduction, resource recovery ﺑﺎزﻳﺎﻓﺖ ﻣﻨﺎﺑﻊ،ﻛﺎﻫﺶ ﺣﺠﻢ Volume reduction ﻛﺎﻫﺶ ﺣﺠﻢ Volume reduction ﻛﺎﻫﺶ ﺣﺠﻢ ﺳﻮزاﻧﺪن در ﺑﺴﺘﺮ ﺳﻴﺎﻟﻲ Coincineration with solid wastes ﺳﻮزاﻧﺪن ﻫﻤﺮاه ﺑﺎ ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪ Application of biosolids to land: ﻛﺎرﺑﺮد ﺑﻴﻮﺟﺎﻣﺪﻫﺎدرﺧﺸﻜﻲ Land application ﻛﺎرﺑﺮد زﻣﻴﻦ Dedicated land disposal دﻓﻊ در زﻣﻴﻦ اﺧﺘﺼﺎﺻﻲ دﻓﻦ Landfilling Conveyance and storage Beneficial use, disposal Disposal, land reclamation Disposal Solid transport and storage اﻧﺘﻘﺎل و ذﺧﻴﺮه ﺳﺎزي 7.2.1.1 Plunger pumps ﺗﻠﻤﺒﻪﻫﺎي ﭘﻴﺴﺘﻮﻧﻲ ﺷﻨﺎور1-1-2-7 اﮔﺮ ﺑﻪ اﻧﺪازه ﻛﺎﻓﻲ ﺑﺮاي ﻛﺎرﺑﺮد ﻗﻮي،ﺗﻠﻤﺒﻪﻫﺎي ﭘﻴﺴﺘﻮﻧﻲ ﺷﻨﺎور اﻛﺜﺮا ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﻣﻴﮕﻴﺮﻧﺪ و اﺛﺒﺎت ﺷﺪه ﻛﻪ ﻛﺎﻣﻼ،ﺑﺎﺷﻨﺪ ﻣﺰاﻳﺎي اﺳﺘﻔﺎده از ﺗﻠﻤﺒﻪﻫﺎ ﭘﻴﺴﺘﻮﻧﻲ.رﺿﺎﻳﺖ ﺑﺨﺶ ﻣﻲ ﺑﺎﺷﻨﺪ :در زﻳﺮ آورده ﺷﺪه اﺳﺖ Plunger pumps have been used frequently and, if rugged enough for the service, have proved to be quite satisfactory. The advantages of plunger pumps are as follows: b) ﺣﻤﻞ وﻧﻘﻞ و ذﺧﻴﺮه ﺳﺎزي ﺟﺎﻣﺪات اﻧﻮاع و اﻧﺘﺨﺎب1-2-7 7.2.1 Types and selection a) دﻓﻊ،اﺳﺘﻔﺎده ﺳﻮدﻣﻨﺪ اﺣﻴﺎء ارﺿﻲ،دﻓﻊ دﻓﻊ Pulsating action of simplex and duplex pumps tends to concentrate the sludge in the hoppers ahead of the pumps and resuspend solids in pipelines when pumping at low velocities. اﻟﻒ( ﻋﻤﻠﻜﺮد ﺿﺮﺑﺎﻧﻲ ﺗﻠﻤﺒﻪﻫﺎي ﻳﻜﻄﺮﻓﻪ و دو ﻃﺮﻓﻪ ﻣﻨﺠﺮ ﺑﻪ اﻧﺒﺎﺷﺖ ﻟﺠﻦ ﻫﺎ در ﻗﻴﻒ ورودي ﺗﻠﻤﺒﻪﻫﺎ ﺷﺪه و در ﻫﻨﮕﺎم ﺗﻠﻤﺒﻪ زﻧﻲ ﺑﺎ ﺳﺮﻋﺖ ﭘﺎﻳﻴﻦ ﻣﻨﺠﺮ ﺑﻪ ﺗﻌﻠﻴﻖ ﻣﺠﺪد ﺟﺎﻣﺪات در .ﺧﻄﻮط ﻟﻮﻟﻪ ﻣﻲ ﺷﻮﻧﺪ They are suitable for suction lifts up to 3 m and are self priming. ﻣﺘﺮ ﻣﻨﺎﺳﺐ ﺑﻮده و ﺧﻮد3 ب( ﺑﺮاي ارﺗﻔﺎع ﻣﻜﺶ ﺗﺎ .ﻫﻮاﮔﻴﺮ ﻫﺴﺘﻨﺪ 14 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) Low pumping rates can be used with large port openings. ج( ﻣﻘﺎدﻳﺮ ﻛﻢ ﺗﻠﻤﺒﻪ ﻛﺮدن ﺑﺎ درﻳﭽﻪ ﺑﺎز ﺑﺰرگ Positive delivery is provided, unless some object prevents the ball check valves from seating. ﺑﻪ ﺟﺰ ﻣﻮاردﻳﻜﻪ،د( اﻧﺘﻘﺎل ﻣﺜﺒﺖ ﺻﻮرت ﻣﻲ ﮔﻴﺮد They have constant but adjustable capacity, regardless of large variations in pumping head. ﻫ( ﺻﺮﻓﻨﻈﺮ از ﺗﻐﻴﻴﺮات ﮔﺴﺘﺮده در ارﺗﻔﺎع ﺗﻠﻤﺒﻪ f) High discharge provided. be .و( ﻣﻤﻜﻦ اﺳﺖ در ﺧﺮوﺟﻲ ارﺗﻔﺎع ﺑﺎﻻ داﺷﺘﻪ ﺑﺎﺷﻨﺪ g) Heavy solids concentrations may be pumped if the equipment is designed for the load conditions. ز( ﺟﺎﻣﺪات ﺑﺎ ﻏﻠﻈﺘﻬﺎي ﺑﺎﻻي ﻣﻤﻜﻦ اﺳﺖ ﺗﻠﻤﺒﻪ c) d) e) heads may .ﻣﻲﺗﻮاﻧﺪ اﺳﺘﻔﺎده ﺷﻮد ﻳﻚ ﻣﺎﻧﻊ ﺑﺎﻋﺚ ﺟﻠﻮﮔﻴﺮي از ﻧﺸﺴﺘﻦ ﺷﻴﺮﻫﺎي .ﻳﻜﻄﺮﻓﻪ ﺗﻮﭘﻲ ﺷﻮد داراي ﻇﺮﻓﻴﺖ ﺛﺎﺑﺖ وﻟﻲ ﻗﺎﺑﻞ ﺗﻨﻈﻴﻢ،ﻛﺮدن .ﻫﺴﺘﻨﺪ ﺷﻮﻧﺪ اﮔﺮ ﺗﺠﻬﻴﺰات ﺑﺮاي اﻳﻦ ﺷﺮاﻳﻂ ﻃﺮاﺣﻲ .ﺷﺪه ﺑﺎﺷﻨﺪ The range of plunger pumps capacities are from 2.5 to 3.8 L/s per plunger and they are supplied with one, two, or three plungers (called simplex, duplex, or triplex units). 3/8 ﺗﺎ2/5 داﻣﻨﻪ ﻇﺮﻓﻴﺖ ﺗﻠﻤﺒﻪﻫﺎي ﭘﻴﺴﺘﻮﻧﻲ در ﺣﺪود 2 ،ﻟﻴﺘﺮ ﺑﺮ ﺛﺎﻧﻴﻪ در ﻫﺮ رﻓﺖ ﭘﻴﺴﺘﻮن ﻣﻴﺒﺎﺷﺪ و آﻧﻬﺎ ﺑﺎ ﻳﻚ ، ﭘﻴﺴﺘﻮن ﺳﺎﺧﺘﻪ ﻣﻴﺸﻮﻧﺪ)ﺑﻪ آﻧﻬﺎ واﺣﺪﻫﺎي ﻳﻚ ﺧﻄﻪ3 ﻳﺎ .(دو ﺧﻄﻪ و ﺳﻪ ﺧﻄﻪ ﮔﻔﺘﻪ ﻣﻴﺸﻮد Pump speeds should be between 40 and 50 r/min (rpm). The pumps should be designed for a minimum head of 24 m in small plants and 35 m or more in large plants because of accumulations of grease in sludge lines cause a progressive increase in head with use. . دور در دﻗﻴﻘﻪ ﺑﺎﺷﺪ50 ﺗﺎ40 ﺳﺮﻋﺖ ﺗﻠﻤﺒﻪﻫﺎ ﺑﺎﻳﺪ ﺑﻴﻦ ﻣﺘﺮ ﺑﺮاي24 ﺗﻮﺻﻴﻪ ﻣﻲ ﺷﻮد ﭘﻤﭙﻬﺎ ﺑﺮاي ارﺗﻔﺎع ﺣﺪاﻗﻞ ﻣﺘﺮ ﻳﺎ ﺑﻴﺸﺘﺮ ﺑﺮاي واﺣﺪﻫﺎي ﻫﺎي35 واﺣﺪ ﻫﺎي ﻛﻮﭼﻚ و ﺑﻪ دﻟﻴﻞ ﺗﺠﻤﻊ روﻏﻦ در ﻟﻮﻟﻪ ﻫﺎي ﻟﺠﻦ ﻛﻪ ﺑﺎﻋﺚ،ﺑﺰرﮔﺘﺮ . ﻃﺮاﺣﻲ ﺷﻮﻧﺪ،اﻓﺰاﻳﺶ ﺗﺼﺎﻋﺪي ارﺗﻔﺎع ﻣﻴﺸﻮد ﺗﻠﻤﺒﻪ ﻫﺎي ﺣﻔﺮه اي ﭘﻴﺸﺮوﻧﺪه2-1-2-7 7.2.1.2 Progressive cavity pumps The progressive cavity pumps are normally used for all types of sludges. The pump is selfpriming at suction lifts up to 8.5 m, but it must not be operated dry because it will burn out the rubber stator. It is available in capacities up to 75 L/s and may be operated at discharge heads of 137 m on sludge. For primary sludges, a grinder normally precedes these pumps. The pumps are expensive to maintain because of wear on the rotors and the stators, particularly in primary sludge-pumping applications where grit is present. Advantages of these pumps are: ﺗﻠﻤﺒﻪﻫﺎي ﺣﻔﺮه اي ﭘﻴﺸﺮوﻧﺪه ﻣﻌﻤﻮﻻً ﺑﺮاي ﺗﻤﺎﻣﻲ اﻧﻮاع ﺗﻠﻤﺒﻪﻫﺎ ﺗﺎ ارﺗﻔﺎع.ﻟﺠﻦﻫﺎ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﻣﻲ ﮔﻴﺮﻧﺪ ﻣﺘﺮ ﺧﻮد ﻫﻮاﮔﻴﺮ ﻫﺴﺘﻨﺪ وﻟﻲ ﻧﺒﺎﻳﺪ ﺧﺸﻚ ﻛﺎر ﻛﻨﺪ8/5 .ﭼﻮن ﺑﺎﻋﺚ ﺳﻮﺧﺘﻪ ﺷﺪن ﻻﺳﺘﻴﻚ اﺳﺘﺎﺗﻮر آﻧﻬﺎ ﻣﻲ ﺷﻮد ﻟﻴﺘﺮ در ﺛﺎﻧﻴﻪ در دﺳﺘﺮس ﻫﺴﺘﻨﺪ و ﻣﻤﻜﻦ75 ﺗﺎ ﻇﺮﻓﻴﺖ ﺑﺮاي ﻟﺠﻦ ﻫﺎي. ﻣﺘﺮ ﺑﺮﺳﺪ137 اﺳﺖ ارﺗﻔﺎع ﺧﺮوﺟﻲ آن ﺗﺎ ﻧﮕﻬﺪاري.اوﻟﻴﻪ ﻋﻤﻮﻣﺎ ﻗﺒﻞ از ﺗﻠﻤﺒﻪ ﻳﻚ آﺳﻴﺎب ﻻزم اﺳﺖ اﻳﻦ ﺗﻠﻤﺒﻪﻫﺎ ﺑﻪ ﺧﺎﻃﺮ ﺳﺎﻳﺶ ﻗﺴﻤﺖ ﻫﺎي ﮔﺮدﻧﺪه و اﺳﺘﺎﺗﻮر ﭘﺮ ﻫﺰﻳﻨﻪ اﺳﺖ ﻣﺨﺼﻮﺻﺎً در ﻣﺮﺣﻠﻪ ﺗﻠﻤﺒﻪ ﻛﺮدن ﻣﺰاﻳﺎي اﻳﻦ ﺗﻠﻤﺒﻪﻫﺎ.ﻟﺠﻦ اوﻟﻴﻪ ﻛﻪ داراي ﺷﻦ ﻣﻲ ﺑﺎﺷﺪ :ﻋﺒﺎرﺗﻨﺪ از a) Easily controlled flow rates; اﻟﻒ( ﻛﻨﺘﺮل آﺳﺎن ﻣﻴﺰان ﺟﺮﻳﺎن ؛ b) Minimum pulsation; and, ب ( ﺣﺪاﻗﻞ ﻣﻘﺪار ﺿﺮﺑﺎن ؛و 15 )IPS-E-PR-735(1 ﺑﻬﻤﻦ Feb. 2010/ 1388 c) Relatively simple operation. ج ( ﻋﻤﻠﻴﺎت ﻧﺴﺒﺘﺎً ﺳﺎده. 3-1-2-7ﺗﻠﻤﺒﻪﻫﺎي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ 7.2.1.3 Centrifugal pumps اﻏﻠﺐ از ﺗﻠﻤﺒﻪﻫﺎي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺑﺎ ﻃﺮاﺣﻲ ﺑﺪون ﮔﺮﻓﺘﮕﻲ اﺳﺘﻔﺎده ﻣﻲﺷﻮد .ﺗﻠﻤﺒﻪ اﻧﺘﺨﺎب ﺷﺪه ﺣﺘﻤﺎً ﺑﺎﻳﺪ داراي ﻓﻀﺎي ﺑﺎز ﻛﺎﻓﻲ ﺑﺮاي ﻋﺒﻮر ﺟﺎﻣﺪات ﺑﺪون ﻫﻴﭻ ﮔﺮﻓﺘﮕﻲ ﺑﺎﺷﻨﺪ و ﻇﺮﻓﻴﺖ آن ﺑﻪ اﻧﺪازه اي ﻛﻢ ﺑﺎﺷﺪ ﺗﺎ از ﺗﻠﻤﺒﻪ ﻛﺮدن ﻟﺠﻦ ﻛﻪ ﺑﻪ وﺳﻴﻠﻪ اﺣﺠﺎم زﻳﺎد ﭘﺴﺎب رﻗﻴﻖ ﺷﺪه اﻧﺪ و روي ﺳﻄﺢ ﻟﺠﻦ ﻗﺮار ﮔﺮﻓﺘﻪ اﻧﺪ ،ﺟﻠﻮﮔﻴﺮي ﻧﻤﺎﻳﺪ .ﻛﺎﻫﺶ ﻇﺮﻓﻴﺖ ﺑﻪ وﺳﻴﻠﻪ ﻛﺎﻫﺶ ﻓﺸﺎر ﺧﺮوﺟﻲ ﺑﻪ ﻋﻠﺖ ﺗﻮﻗﻔﻬﺎي ﻣﺪاوم ﻋﻤﻠﻲ اﺳﺖ .ﻛﺎﻓﻲ داﺷﺘﻪ ﺑﺎﺷﻨﺪ ﺗﺎ از ﺗﻠﻤﺒﻪ ﻛﺮدن ﻟﺠﻦ رﻗﻴﻖ ﺷﺪه ﺑﻮﺳﻴﻠﻪ ﻣﻘﺪار زﻳﺎد ﭘﺴﺎب ﻗﺮار ﮔﺮﻓﺘﻪ روي ﺳﻄﺢ ﻟﺠﻦ ﺟﻠﻮﮔﻴﺮي ﻧﻤﺎﻳﺪ .ﻛﺎﻫﺶ ﻇﺮﻓﻴﺖ ﺑﺎ ﺑﺴﺘﻦ ﺟﺮﻳﺎن ﺧﺮوﺟﻲ ﺑﻌﻠﺖ ﺗﻮﻗﻒﻫﺎي ﻣﺪاوم ﻏﻴﺮﻋﻤﻠﻲ اﺳﺖ. ﭘﺲ ﺿﺮوري اﺳﺖ ﻛﻪ اﻳﻦ ﺗﻠﻤﺒﻪﻫﺎ ﻣﺠﻬﺰ ﺑﻪ ﮔﺮداﻧﻨﺪه ﺑﺎ ﺳﺮﻋﺘﻬﺎي ﻣﺘﻐﻴﺮ ﺑﺎﺷﺪ .ﺑﺮاي ﺗﻠﻤﺒﻪ ﻛﺮدن ﻟﺠﻦ اوﻟﻴﻪ در واﺣﺪ ﻫﺎي ﺑﺰرگ ﺗﻮﺻﻴﻪ ﻣﻲ ﺷﻮد از ﺗﻠﻤﺒﻪﻫﺎي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺑﺎ ﻃﺮاﺣﻲ وﻳﮋهاي در ﮔﺸﺘﺎور ﺟﺮﻳﺎن ،ﺧﻮراك ﭘﻴﭽﺸﻲ و ﺑﺪون ﭘﺮه اﺳﺘﻔﺎده ﺷﻮﻧﺪ .ﺗﻠﻤﺒﻪﻫﺎي ﻣﺎرﭘﻴﭽﻲ و ﺑﺪون ﭘﺮه ﺑﻪ ﺧﺎﻃﺮ اﺳﺘﻔﺎده ﻣﻮﻓﻖ از ﺗﻠﻤﺒﻪﻫﺎي ﮔﺸﺘﺎور- ﺟﺮﻳﺎن ،در ﻛﺎرﺑﺮدﻫﺎي اﺧﻴﺮ زﻳﺎد اﺳﺘﻔﺎده ﻧﻤﻲ ﺷﻮﻧﺪ. Centrifugal pumps of non-clog design are commonly used. The selected pumps must have sufficient clearance to pass the solids without clogging and have a small enough capacity to avoid pumping a sludge diluted by large quantities of waste water overlying the sludge blanket. Throttling the discharge to reduce the capacity is impractical because of frequent stoppages; hence, it is absolutely essential that these pumps be equipped with variable-speed drivers. For pumping primary sludge in large plants, centrifugal pumps of special design-torque flow, screw feed and bladeless should be used. Screw feed and bladeless pumps have not be used very much in recent applications because of the successful use of torque-flow pumps. ﺗﻠﻤﺒﻪﻫﺎي ﮔﺸﺘﺎور-ﺟﺮﻳﺎن ﻛﻪ در اﻧﺘﻘﺎل ﻟﺠﻦ ﺑﺴﻴﺎر ﻣﻮﺛﺮ ﻣﻲ ﺑﺎﺷﻨﺪ داراي ﭘﺮواﻧﻪ ﻫﺎي ﻛﺎﻣﻼ ﭘﺲ ﻧﺸﺴﺘﻪ ﻫﺴﺘﻨﺪ. اﻧﺪازه ذرات ﻗﺎﺑﻞ اﻧﺘﻘﺎل ﻓﻘﻂ ﺑﻪ ﻗﻄﺮ دﻫﺎﻧﻪ ورودي و ﺧﺮوﺟﻲ ﻣﺤﺪود ﻣﻲ ﺑﺎﺷﺪ .ﺗﻠﻤﺒﻪﻫﺎي ﻣﻮرد اﺳﺘﻔﺎده در ﻛﺎرﺑﺮي ﻟﺠﻦ ﺑﺎﻳﺪ داراي ﭘﺮواﻧﻪ و ﭘﻴﭽﻚ از ﺟﻨﺲ ﻧﻴﻜﻞ ﻳﺎ ﻛﺮوم ﻛﻪ ﻣﻘﺎوم در ﺑﺮاﺑﺮ ﺳﺎﻳﺶ اﺳﺖ ،ﺑﺎﺷﻨﺪ .ﺗﻠﻤﺒﻪﻫﺎ ﻣﻴﺘﻮاﻧﻨﺪ در ﮔﺴﺘﺮه ﻣﺤﺪودي از ارﺗﻔﺎع در ﻳﻚ ﺳﺮﻋﺖ ﻣﻌﻴﻦ ﻛﺎر ﻛﻨﻨﺪ ﻟﺬا ﺷﺮاﻳﻂ ﻋﻤﻠﻴﺎﺗﻲ ﺳﺎﻣﺎﻧﻪ ﺑﺎﻳﺪ ﺑﻪ دﻗﺖ ارزﻳﺎﺑﻲ ﺷﻮد .ﺗﻮﺻﻴﻪ ﻣﻲ ﺷﻮد ﻛﻨﺘﺮل ﺳﺮﻋﺖ ﻣﺘﻐﻴﺮ زﻣﺎﻧﻲ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد ﻛﻪ ﺗﻠﻤﺒﻪ ﻫﺎ در ﻣﺤﺪوده ﮔﺴﺘﺮدهاي از ارﺗﻔﺎع ﻛﺎر ﻛﻨﻨﺪ .در ﻛﺎرﺑﺮي ﻫﺎي ﻓﺸﺎر ﺑﺎﻻ ﻣﻴﺘﻮان از ﭼﻨﺪﻳﻦ ﺗﻠﻤﺒﻪ ﻛﻪ ﺑﻪ ﺻﻮرت ﺳﺮي ﺑﻪ ﻳﻜﺪﻳﮕﺮ ﻣﺘﺼﻞ ﻫﺴﺘﻨﺪ اﺳﺘﻔﺎده ﻧﻤﻮد .ﺑﺮاي ﺑﺎزﮔﺮداﻧﺪن ﻟﺠﻦ ﻓﻌﺎل ﺷﺪه ﺑﻪ داﺧﻞ ﺗﺎﻧﻜﻬﺎي ﻫﻮادﻫﻲ ،ﻣﻌﻤﻮﻻً از ﺗﻠﻤﺒﻪﻫﺎي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺑﺎ ﺳﺮﻋﺖ ﻛﻢ و ﺗﻠﻤﺒﻪﻫﺎي اﺧﺘﻼط ﺟﺮﻳﺎن و ﺗﻠﻤﺒﻪﻫﺎي ﭘﻴﭽﺸﻲ اﺳﺘﻔﺎده ﻣﻲ ﺷﻮد. Torque-flow pumps have fully recessed impellers and are very effective in conveying sludge. The size of particles that can be handled is limited only by the diameter of the suction or discharge openings. Pumps used in sludge service should have nickel or chrome abrasion resistant volute and impellers. The pumps can operate only over a narrow head range at a given speed, so the system operating conditions must be evaluated carefully. Variable speed control should be used where the pumps are expected to operate over a wide range of head conditions. For high pressure applications, multiple pumps may be used and connected together in series. For returning activated sludge to the aeration tanks, slow speed centrifugal, mixed flow pumps and screw pumps are commonly used. 4-1-2-7ﺗﻠﻤﺒﻪﻫﺎي دﻳﺎﻓﺮاﮔﻤﻲ 7.2.1.4 Diaphragm pumps Diaphragm pumps are relatively low capacity ﺗﻠﻤﺒﻪﻫﺎي دﻳﺎﻓﺮاﮔﻤﻲ داراي ﻇﺮﻓﻴﺖﻫﺎي ﻧﺴﺒﺘﺎ ﭘﺎﻳﻴﻦ و 16 Feb. 2010/ 1388 ﺑﻬﻤﻦ and low head IPS-E-PR-735(1) .ارﺗﻔﺎع ﺧﺮوﺟﻲ ﭘﺎﻳﻴﻦ ﻣﻲﺑﺎﺷﻨﺪ ﺗﻠﻤﺒﻪﻫﺎي ﻓﺸﺎر ﺑﺎﻻي ﭘﻴﺴﺘﻮﻧﻲ5-1-2-7 7.2.1.5 High pressure piston pumps High pressure piston pumps are used in high pressure applications such as pumping sludge long distances and are very expensive. Several types of piston pumps have been developed for high pressure applications and are similar in action to plunger pumps. Advantages of these types of pumps are: ﺗﻠﻤﺒﻪ ﻫﺎي ﻓﺸﺎر ﺑﺎﻻي ﭘﻴﺴﺘﻮﻧﻲ در ﻛﺎرﺑﺮي ﻫﺎي ﻓﺸﺎر ﺑﺎﻻ ﻣﺎﻧﻨﺪ ﺗﻠﻤﺒﻪ ﻛﺮدن ﻟﺠﻦ در ﻣﺴﺎﻓﺖ ﻫﺎي ﻃﻮﻻﻧﻲ ﻣﻮرد ﺗﺎﻛﻨﻮن.اﺳﺘﻔﺎده ﻗﺮار ﮔﺮﻓﺘﻪ و ﺑﺴﻴﺎر ﻫﺰﻳﻨﻪ ﺑﺮ ﻫﺴﺘﻨﺪ اﻧﻮاع ﻣﺨﺘﻠﻔﻲ از ﺗﻠﻤﺒﻪﻫﺎي ﻓﺸﺎر ﺑﺎﻻي ﭘﻴﺴﺘﻮﻧﻲ ﺑﺮاي ﻛﺎرﺑﺮي در ﻓﺸﺎر ﺑﺎﻻ ﻃﺮاﺣﻲ ﺷﺪه اﻧﺪ و ﻋﻤﻠﻜﺮد آﻧﻬﺎ ﺷﺒﻴﻪ ﻣﺰاﻳﺎي اﻳﻦ ﻧﻮع از ﺗﻠﻤﺒﻪﻫﺎ.ﺗﻠﻤﺒﻪﻫﺎي ﭘﻴﺴﺘﻮن ﺷﻨﺎور اﺳﺖ :ﻋﺒﺎرﺗﻨﺪ از a) They can pump relatively small flowrates at high pressures, up to 13800 kPa (ga), ًاﻟﻒ( اﻳﻦ ﺗﻠﻤﺒﻪﻫﺎ ﻣﻲ ﺗﻮاﻧﺪ ﻣﻴﺰان ﺟﺮﻳﺎن ﻫﺎي ﻧﺴﺒﺘﺎ ﻛﻴﻠﻮ13800 ﭘﺎﻳﻴﻦ را در ﻓﺸﺎرﻫﺎي ﺑﺎﻻ ﺗﺎ .ﭘﺎﺳﻜﺎل )ﻧﺴﺒﻲ( ﺗﻠﻤﺒﻪ ﻛﻨﻨﺪ b) Large solids up to the discharge pipe diameter can be passed, ب( ﺟﺎﻣﺪات ﺑﺰرگ ﺗﺎ اﻧﺪازه ﻗﻄﺮ ﻟﻮﻟﻪ ﺧﺮوﺟﻲ A range of solids concentrations can be handled, and, ج( داﻣﻨﻪ اي از ﻏﻠﻈﺖ ﻫﺎي ﺟﺎﻣﺪات ﻗﺎﺑﻞ اﻧﺘﻘﺎل d) The pumping can be accomplished in a single stage. د( ﺗﻠﻤﺒﻪ ﻛﺮدن در ﻳﻚ ﻣﺮﺣﻠﻪ ﻗﺎﺑﻞ اﻧﺠﺎم اﺳﺖ c) .ﻣﻲﺗﻮاﻧﻨﺪ ﻋﺒﻮر ﻛﻨﻨﺪ و،ﻣﻲﺑﺎﺷﺪ ﭘﺮه ﻟﺒﻪ اي- ﺗﻠﻤﺒﻪﻫﺎي دوار6-1-2-7 7.2.1.6 Rotary-lobe pumps Rotary-lobe pumps are positive displacement pumps in which two rotating, synchronous lobes push the fluid through the pump. Rotational speed and shearing stresses are low. For sludge pumping, lobe shall be made of hard metal or hard rubber. The advantage is that lobe replacement is less costly than rotor and stator replacement for progressive cavity pumps. Rotary-lobe pumps, like other positive displacement pumps, must be protected against pipeline obstructions. ﺗﻠﻤﺒﻪﻫﺎي دوار ﭘﺮه ﻟﺒﻪ اي ﺗﻠﻤﺒﻪﻫﺎي ﺟﺎﺑﺠﺎﻳﻲ ﻣﺜﺒﺖ ﻫﺴﺘﻨﺪ ﻛﻪ دو ﭘﺮه ﻟﺒﻪ اي دوار ﺑﻪ ﻃﻮر ﻫﻤﺎﻫﻨﮓ ﺳﻴﺎل را ﺳﺮﻋﺖ دوراﻧﻲ و ﺗﻨﺶ ﻫﺎي.در ﺗﻠﻤﺒﻪ ﺣﺮﻛﺖ ﻣﻲ دﻫﻨﺪ ﭘﺮه ﻟﺒﻪ اي ﺑﺎﻳﺪ، ﺑﺮاي ﺗﻠﻤﺒﻪ ﻛﺮدن ﻟﺠﻦ.ﺑﺮﺷﻲ ﻛﻢ اﺳﺖ ، ﻣﺰﻳﺖ آن.از ﻓﻠﺰ ﺳﺨﺖ ﻳﺎ ﭘﻼﺳﺘﻴﻚ ﺳﺨﺖ ﺳﺎﺧﺘﻪ ﺷﻮد ﻫﺰﻳﻨﻪ ﻛﻤﺘﺮ ﺗﻌﻮﻳﺾ ﭘﺮه ﻟﺒﻪ اي در ﻣﻘﺎﻳﺴﻪ ﺑﺎ ﺗﻌﻮﻳﺾ .ﮔﺮدﻧﺪه و اﺳﺘﺎﺗﻮر ﺑﺮاي ﺗﻠﻤﺒﻪﻫﺎي ﺣﻔﺮه ﭘﻴﺸﺮو ﻣﻲ ﺑﺎﺷﺪ در ﺗﻠﻤﺒﻪﻫﺎي دوراﻧﻲ ﭘﺮه ﻟﺒﻪ اي ﻣﺜﻞ ﺑﻘﻴﻪ ﺗﻠﻤﺒﻪﻫﺎي .ﺟﺎﺑﺠﺎﻳﻲ ﻣﺜﺒﺖ ﺑﺎﻳﺪ از اﻧﺴﺪاد ﻟﻮﻟﻪ ﺣﻔﺎﻇﺖ ﺷﻮد 7.2.2 Application of pumps to types of sludge ﻛﺎرﺑﺮد ﺗﻠﻤﺒﻪﻫﺎ در اﻧﻮاع ﻟﺠﻦ ﻫﺎ2-2-7 Types of sludge that are pumped include primary, chemical, and trickling-filter sludges and activated, thickened, and digested sludges. Scum that accumulates at various points at a treatment plant must also be pumped. The application of pumps to types of sludge is summarized in Table 2 (for more detail refer to Waste water Engineering Treatment Disposal, and Ruse). ،اﻧﻮاﻋﻲ ﻟﺠﻦﻫﺎﻳﻲ ﻛﻪ ﺗﻠﻤﺒﻪ ﻣﻴﺸﻮﻧﺪ ﺷﺎﻣﻞ ﻟﺠﻦ ﻫﺎي اوﻟﻴﻪ ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه و ﻓﻌﺎل ﺷﺪه و ﺗﻐﻠﻴﻆ ﺷﺪه و،ﺷﻴﻤﻴﺎﻳﻲ ﺗﻤﺎم ﺗﻔﺎﻟﻪ ﻫﺎي ﺟﻤﻊ ﺷﺪه.ﻟﺠﻦﻫﺎي ﺗﺨﻤﻴﺮ ﺷﺪه ﻣﻴﺒﺎﺷﻨﺪ .در ﻣﺮاﺣﻞ ﻣﺨﺘﻠﻒ ﻳﻚ واﺣﺪ ﺗﺼﻔﻴﻪ ﺑﺎﻳﺪ ﺗﻠﻤﺒﻪ ﺷﻮﻧﺪ - ﺟﻤﻊ2 ﻛﺎرﺑﺮد ﺗﻠﻤﺒﻪﻫﺎ در ﻣﻘﺎﺑﻞ اﻧﻮاع ﻟﺠﻦﻫﺎ در ﺟﺪول ، )ﺑﺮاي ﺟﺰﻳﻴﺎت ﺑﻴﺸﺘﺮ ﺑﻪ "ﻣﻬﻨﺪﺳﻲ.آوري ﺷﺪه اﺳﺖ .(ﺗﺼﻔﻴﻪ و اﺳﺘﻔﺎده ﻣﺠﺪد ﭘﺴﺎب " ﻣﺮاﺟﻌﻪ ﮔﺮدد 17 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE 2 - APPLICATION OF PUMPS TO TYPES OF SLUDGE ﻛﺎرﺑﺮد ﺗﻠﻤﺒﻪﻫﺎ در اﻧﻮاع ﻣﺨﺘﻠﻒ ﻟﺠﻦ ﻫﺎ-2 ﺟﺪول TYPE OF SLUDGE OR APPLICABLE PUMP COMMENT SOLIDS ﺗﻠﻤﺒﻪ ﻗﺎﺑﻞ ﻛﺎرﺑﺮد ﺗﻮﺿﻴﺢ ﻧﻮع ﻟﺠﻦ ﻳﺎ ﺟﺎﻣﺪات Pumping screenings avoided Ground screenings ﻧﺨﺎﻟﻪ ﺳﻨﮕﻲ Grit should be ﺟﺮﻳﺎن ﮔﺮﻳﺰ از ﻣﺮﻛﺰ-ﮔﺸﺘﺎور Plunger; progressive cavity; diaphragm; centrifugal Scum ﺗﻔﺎﻟﻪ روي ﺳﻄﺤﻲ – ﭘﻴﺴﺘﻮن ﺷﻨﺎور – ﺣﻔﺮه اي ﭘﻴﺸﺮوﻧﺪه ﮔﺮﻳﺰ از ﻣﺮﻛﺰ،دﻳﺎﻓﺮاﮔﻤﻲ Plunger; centrifugal; torque-flow diaphragm; progressive cavity; rotary-lobe; copper; hose Primary sludge ﻟﺠﻦ اوﻟﻴﻪ .ﺑﺨﺎري ﻣﻤﻜﻦ اﺳﺖ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد/ﻣﻜﻨﺪهﻫﺎي ﻫﻮاﻳﻲ از ﺗﻠﻤﺒﻪ ﻛﺮدن ﻧﺨﺎﻟﻪ ﻫﺎ ﺑﺎﻳﺪ ﺟﻠﻮﮔﻴﺮي ﺷﻮد Torque-flow centrifugal ﺷﻦ Pneumatic/steam ejectors may be used. – ﭘﻴﺴﺘﻮن ﺷﻨﺎور – ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﮔﺸﺘﺎور ﺟﺮﻳﺎﻧﻲ دﻳﺎﻓﺮاﮔﻤﻲ – ﺣﻔﺮه اي ،ﭘﻴﺸﺮوﻧﺪه – ﭼﺮﺧﺸﻲ ﭘﺮهاي – ﺷﻠﻨﮕﻲ ﻣﺴﻲ The abrasive character of grit and the presence of rags make grit difficult to handle. Hardened casings and impellers should be used for torque-flow pumps. Pneumatic/steam ejectors may also be used. ﺗﻮﺻﻴﻪ ﻣﻲ ﺷﻮد ﭘﻮﺳﺘﻪ و. اﻧﺘﻘﺎل ﺷﻦ را ﻣﺸﻜﻞ ﻣﻴﻜﻨﺪ،وﻳﮋﮔﻲ ﺳﺎﻳﻨﺪﮔﻲ ﺷﻦ و ﺣﻀﻮر ﺳﻨﮓ ﻣﻜﻨﺪه.ﭘﺮواﻧﻪ ﺳﺨﺖ ﺷﺪه ﺑﺮاي ﺗﻠﻤﺒﻪ ﻫﺎي ﮔﺸﺘﺎور ﺟﺮﻳﺎن ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد . ﺑﺨﺎري ﻧﻴﺰ ﻣﻤﻜﻦ اﺳﺖ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد/ﻫﻮاﻳﻲ Scum is often pumped by the sludge pumps; valves are manipulated in the scum and sludge lines to permit this. In larger plants, separate scum pumps are used. Scum mixers are often used to ensure homogeneity prior to pumping. Pneumatic/steam ejectors may also be used. ﺗﻔﺎﻟﻪ ﻫﺎ ﻣﻌﻤﻮﻻً ﺑﻪ وﺳﻴﻠﻪ ﺗﻠﻤﺒﻪﻫﺎي ﻟﺠﻨﻲ ﺗﻠﻤﺒﻪ ﺷﺪه و ﺷﻴﺮﻫﺎي ﻗﺮار ﮔﺮﻓﺘﻪ در ﺧﻄﻮط ﻟﻮﻟﻪ ﻟﺠﻦ در واﺣﺪﻫﺎي ﺑﺰرﮔﺘﺮ ﺗﻠﻤﺒﻪﻫﺎي ﻣﺠﺰا ﺑﺮاي ﺗﻔﺎﻟﻪ ﻣﻮرد اﺳﺘﻔﺎده.و ﺗﻔﺎﻟﻪ اﻳﻦ ﻛﺎر را ﻣﻤﻜﻦ ﻣﻲ ﺳﺎزﻧﺪ ﻫﻤﺰن ﻫﺎي ﺗﻔﺎﻟﻪ ﺑﺮاي اﻃﻤﻴﻨﺎن از ﻳﻜﻨﻮاﺧﺖ ﺑﻮدن ﺗﻔﺎﻟﻪ ﻗﺒﻞ از ﺗﻠﻤﺒﻪﻫﺎ ﻣﻮرد اﺳﺘﻔﺎده.ﻗﺮار ﻣﻴﮕﻴﺮد .ﺑﺨﺎري ﻧﻴﺰ ﻣﻤﻜﻦ اﺳﺖ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد/ ﻣﻜﻨﺪهﻫﺎي ﻫﻮاﻳﻲ.ﻗﺮار ﻣﻴﮕﻴﺮﻧﺪ In most cases, it is desirable to obtain as concentrated a sludge as practicable from primary sedimentation tanks, usually by collecting the solid in hoppers and pumping intermittently, allowing the solid to collect and consolidate between pumping periods. The character of untreated primary solid will vary considerably, depending on the characteristics of the solids in the wastewater and the types of treatment Units and their efficiency. Where biological treatment follows, the quantity of solids from: در اﻛﺜﺮ ﻣﻮارد ﻣﻄﻠﻮب اﺳﺖ ﺗﺎ ﺣﺪ اﻣﻜﺎن ﻟﺠﻦ ﺑﺼﻮرت ﻏﻠﻴﻆ ﺷﺪه از ﻣﺨﺎزن رﺳﻮب ﮔﺬاري اوﻟﻴﻪ ﺑﺎ ﺟﻤﻊآوري ﺟﺎﻣﺪات در ﻗﻴﻒﻫﺎ و ﺗﻠﻤﺒﻪ ﻛﺮدن ﻣﺘﻨﺎوب ﻛﻪ اﻣﻜﺎن ﺗﺠﻤﻊ و ﺳﻔﺖ ﺷﺪن ﻟﺠﻦ را ﺑﺴﺘﮕﻲ ﺑﻪ ﻣﺸﺨﺼﺎت ﺟﺎﻣﺪات ﭘﺴﺎب، ﻣﺸﺨﺼﺎت ﺟﺎﻣﺪات اوﻟﻴﻪ ﺗﺼﻔﻴﻪ ﻧﺸﺪه. ﮔﺮﻓﺘﻪ ﺷﻮد،ﻣﻴﺪﻣﺪ . ﺑﻪ ﻣﻘﺪار زﻳﺎد ﺗﻐﻴﻴﺮ ﻣﻲﻛﻨﺪ، و ﻧﻮع واﺣﺪﻫﺎي ﺗﺼﻔﻴﻪ و راﻧﺪﻣﺎن آﻧﻬﺎ : ﻣﻘﺪاري از ﺟﺎﻣﺪات ﺑﺼﻮرت زﻳﺮ اﺳﺖ،ﭼﻨﺎﻧﭽﻪ ﺗﺼﻔﻴﻪ ﺑﻴﻮﻟﻮژﻳﻜﻲ را ﺑﻪ دﻧﺒﺎل داﺷﺘﻪ ﺑﺎﺷﺪ 18 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE 2 (continued) ( )اداﻣﻪ-2 ﺟﺪول TYPE OF SLUDGE OR APPLICABLE PUMP COMMENT SOLIDS ﺗﻠﻤﺒﻪ ﻗﺎﺑﻞ ﻛﺎرﺑﺮد ﺗﻮﺿﻴﺢ ﻧﻮع ﻟﺠﻦ ﻳﺎ ﺟﺎﻣﺪات 1) Waste activated sludge, 2) humus sludge from settling tanks following trickling filters, 3) overflow liquors from digestion tanks, and, 4) Centrate or filtrate return from dewatering operations will also affect the sludge characteristics. ، ﻟﺠﻦ ﻫﺎي ﻓﻌﺎل ﺷﺪه زاﺋﺪ (1 ، ﻟﺠﻦ ﻫﺎي ﺧﺎﻛﻲ از ﻣﺨﺎزن ﺗﻪ ﻧﺸﻴﻨﻲ ﺑﻌﺪ از ﻓﻴﻠﺘﺮﻫﺎي ﭼﻜﻨﺪه (2 ،ﺳﺮرﻳﺰ ﺟﺮﻳﺎن دوﻏﺎب از ﻣﺨﺎزن ﺗﺨﻤﻴﺮ (3 ﺟﺮﻳﺎن ﺑﺮﮔﺸﺘﻲ ﺟﺪاﺷﺪه ﻳﺎ ﻓﻴﻠﺘﺮ ﺷﺪه از ﻓﺮآﻳﻨﺪ آب ﮔﻴﺮي ﻧﻴﺰ در ﻣﺸﺨﺼﺎت ﻟﺠﻦ .اﺛﺮ ﮔﺬار اﺳﺖ (4 In many cases, the character of the sludge is not suitable for the use of conventional nonclog centrifugal pumps. Where sludge contains rags, chopper pumps may be used. در اﻛﺜﺮ ﻣﻮارد ﺧﻮاص ﻟﺠﻦ ﺑﺮاي اﻧﺘﻘﺎل ﺗﻮﺳﻂ ﺗﻠﻤﺒﻪﻫﺎي ﻣﺘﺪاول ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺑﺪون ﮔﺮﻓﺘﮕﻲ ﺗﻠﻤﺒﻪ ﻫﺎي ﭼﺎﭘﺮ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار، ﻫﻨﮕﺎﻣﻲ ﻛﻪ ﻟﺠﻦ ﻫﺎ داراي ﺳﻨﮓ رﻳﺰه ﻫﺴﺘﻨﺪ.ﻣﻨﺎﺳﺐ ﻧﻴﺴﺖ .ﻣﻴﮕﻴﺮد sludge from Chemical Precipitation ﻟﺠﻦ ﺣﺎﺻﻞ از ﺗﻪ ﻧﺸﻴﻨﻲ ﺷﻴﻤﻴﺎﻳﻲ Trickling-filter humus ﺗﻪ رﻳﺰهﻫﺎي ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه Return or waste activated sludge ﻟﺠﻦ ﻫﺎي ﺑﺮﮔﺸﺘﻲ ﻳﺎ ﻓﻌﺎل ﺷﺪه زاﺋﺪ Same as for primary sludge ﻫﻤﺎﻧﻨﺪ ﻟﺠﻦ ﻫﺎي اوﻟﻴﻪ Nonclog and torque-flow centrifugal; progressive cavity; plunger; diaphragm May contain a large amount of inorganic constituents depending on the type and amount of chemicals used. ﻣﻤﻜﻦ اﺳﺖ ﻣﻘﺎدﻳﺮ زﻳﺎدي ﺗﺮﻛﻴﺒﺎت ﻣﻌﺪﻧﻲ ﻛﻪ ﺑﺴﺘﮕﻲ ﺑﻪ ﻧﻮع و ﻣﻘﺪار ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ ﻣﻮرد . داﺷﺘﻪ ﺑﺎﺷﺪ،اﺳﺘﻔﺎده دارد Humus is usually of homogeneous character and can be easily pumped. .ﺗﻪ رﻳﺰه ﻫﺎ ﻣﻌﻤﻮﻻً از ﺧﻮاص ﻳﻜﻨﻮاﺧﺘﻲ ﺑﺮﺧﻮردار ﻫﺴﺘﻨﺪ و ﺑﻪ راﺣﺘﻲ ﺗﻠﻤﺒﻪ ﻣﻴﺸﻮﻧﺪ – ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺑﺪون ﮔﺮﻓﺘﮕﻲ و ﮔﺸﺘﺎور ﺣﻔﺮه اي ﭘﻴﺸﺮوﻧﺪه – ﭘﻴﺴﺘﻮن،ﺟﺮﻳﺎن دﻳﺎﻓﺮاﮔﻢ،ﺷﻨﺎور Nonclog and torque-flow centrifugal; progressive cavity; diaphragm ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺑﺪون ﮔﺮﻓﺘﮕﻲ و ﮔﺸﺘﺎور دﻳﺎﻓﺮاﮔﻤﻲ، ﺣﻔﺮه اي ﭘﻴﺸﺮوﻧﺪه،ﺟﺮﻳﺎن Sludge is dilute and contains only fine solids so that nonclog pumps may be used. For nonclog pumps, slow speeds are recommended to minimize the breakup of flocculant particles. ﻟﺠﻦ ﻫﺎ رﻗﻴﻖ ﻫﺴﺘﻨﺪ و ﻓﻘﻂ ﺷﺎﻣﻞ ﺟﺎﻣﺪات رﻳﺰ ﻣﻲ ﺑﺎﺷﻨﺪ ﺑﻪ ﻃﻮرﻳﻜﻪ ﭘﻤﭙﻬﺎي ﺑﺪون ﮔﺮﻓﺘﮕﻲ ﺳﺮﻋﺖ ﻛﻢ ﺗﻮﺻﻴﻪ ﻣﻴﺸﻮد ﺗـﺎ از ﺷﻜﺴﺘﻪ، ﺑﺮاي ﭘﻤﭙﻬﺎي ﺑﺪون ﮔﺮﻓﺘﮕﻲ.ﻣﻤﻜﻦ اﺳﺖ اﺳﺘﻔﺎده ﺷﻮﻧﺪ .ﺷﺪن ﻟﺨﺘﻪﻫﺎ ﻳﺎ اﻧﻌﻘﺎدﻫﺎ ﺟﻠﻮﮔﻴﺮي ﻛﻨﺪ 19 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE 2 (continued) ( )اداﻣﻪ-2 ﺟﺪول TYPE OF SLUDGE OR APPLICABLE PUMP COMMENT SOLIDS ﺗﻠﻤﺒﻪ ﻗﺎﺑﻞ ﻛﺎرﺑﺮد ﺗﻮﺿﻴﺢ Plunger, progressive cavity; diaphragm; high-pressure piston; rotary-lobe; hose Positive displacement pumps are most applicable for concentrated sludge because of their ability to generate movement of the sludge mass. Torque-flow pumps may be used but may require the addition of flushing or dilution facilities. – ﭘﻴﺴﺘﻮن ﺷﻨﺎور – ﺣﻔﺮه اي ﭘﻴﺸﺮوﻧﺪه ﭘﻴﺴﺘﻮن ﻓﺸﺎر ﺑﺎﻻ – ﭘﺮه ﻟﺒﻪ،دﻳﺎﻓﺮاﮔﻤﻲ اي دوار– ﺷﻠﻨﮓ ﺑﻴﺸﺘﺮﻳﻦ ﻛﺎرﺑﺮد را ﺑﺮاي،ﺗﻠﻤﺒﻪﻫﺎي ﺟﺎﺑﺠﺎﻳﻲ ﻣﺜﺒﺖ ﺑﻪ دﻟﻴﻞ ﻗﺪرت ﺟﺎﺑﺠﺎﻳﻲ ﻟﺠﻦ ﻫﺎي ﺑﺎ وزن ﺑﺎﻻ ﺟﺮﻳﺎن ﻣﻤﻜﻦ اﺳﺖ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد اﻣﺎ ﺑﻪ- ﺗﻠﻤﺒﻪﻫﺎي ﮔﺸﺘﺎور،ﻟﺠﻦ ﻫﺎي ﻏﻠﻴﻆ ﺷﺪه دارﻧﺪ .ﺗﺠﻬﻴﺰات ﺷﺴﺘﺸﻮ و رﻗﻴﻖ ﺳﺎزي ﻧﻴﺎز دارد Plunger; torque-flow; centrifugal; progressive cavity; diaphragm; high-pressure piston; rotary-lobe Well-digested biosides are homogeneous, containing 5 to 8% solids and a quantity of gas bubbles, but may contain up to 12% solids. Poorly digested sludge may be difficult to handle. If good screening and grit removal is provided, nonclogy centrifugal pumps may be considered. ﮔﺮﻳﺰ،ﭘﻴﺴﺘﻮن ﺷﻨﺎور – ﺟﺮﻳﺎن ﮔﺸﺘﺎور – از ﻣﺮﻛﺰ – ﺣﻔﺮه اي ﭘﻴﺸﺮوﻧﺪه دﻳﺎﻓﺮاﮔﻢ – ﭘﻴﺴﺘﻮن ﺷﻨﺎور ﺑﺎﻻ – ﭘﺮه ﻟﺒﻪ اي دوار ، درﺻﺪ ﺟﺎﻣﺪ و ﻣﻘﺪاري ﺣﺒﺎﺑﻬﺎي ﮔﺎز8 ﺗﺎ5 ﺷﺎﻣﻞ،ﺑﻴﻮﺟﺎﻣﺪﻫﺎي ﺧﻮب ﺗﺨﻤﻴﺮ ﺷﺪه ﻫﻤﮕﻦ ﻫﺴﺘﻨﺪ اﻧﺘﻘﺎل ﺟﺎﻣﺪﻫﺎي ﻛﻢ ﺗﺨﻤﻴﺮ ﺷﺪه ﻣﻤﻜﻦ. ﻧﻴﺰ اﻓﺰاﻳﺶ ﻳﺎﺑﺪ%12 اﻣﺎ ﻣﻤﻜﻦ اﺳﺖ ﻣﻘﺪار ﺟﺎﻣﺪات ﺗﺎ از ﺗﻠﻤﺒﻪﻫﺎي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺑﺪون، اﮔﺮ ﺗﺠﻬﻴﺰات اﻟﻚ و آﺳﻴﺎب ﻓﺮاﻫﻢ ﺷﺪه ﺑﺎﺷﺪ.اﺳﺖ ﻣﺸﻜﻞ ﺑﺎﺷﺪ .ﮔﺮﻓﺘﮕﻲ ﻣﻲ ﺗﻮان اﺳﺘﻔﺎده ﻧﻤﻮد ﻧﻮع ﻟﺠﻦ ﻳﺎ ﺟﺎﻣﺪات Thickened or concentrated sludge .ﻟﺠﻦ ﻫﺎي ﻏﻠﻴﻆ ﻳﺎ ﻏﻠﻴﻆ ﺷﺪه Digested biosolids ﺑﻴﻮﺟﺎﻣﺪﻫﺎي ﺗﺨﻤﻴﺮ ﺷﺪه ﻟﻮﻟﻪ ﻛﺸﻲ ﻟﺠﻦ3-7 7.3 Sludge Piping 7.3.1 In treatment plants, conventional sludge piping should not be smaller than DN 150 (6 inch), although smaller diameter glass-lined pipes have been used successfully. ﺧﻄﻮط ﻣﺘﺪاول ﻟﻮﻟﻪ اﻧﺘﻘﺎل، در واﺣﺪﻫﺎي ﺗﺼﻔﻴﻪ1-3-7 7.3.2 Pipe sizes need not be larger than DN 200 (8 inch) unless the velocity exceeds 1.5 to 1.8 m/s, in which case, the pipe shall be sized to maintain the velocity. Gravity sludge withdrawal lines should not be less than DN 200 (8 inch) in diameter. ( اﻳﻨﭻ8) DN 200 ﺳﺎﻳﺰ ﻟﻮﻟﻪ ﻫﺎ ﻻزم ﻧﻴﺴﺖ از2-3-7 ﻫﺮﭼﻨﺪ، اﻳﻨﭻ( ﺑﺎﺷﺪ6) DN 150 ﻟﺠﻦ ﻧﺒﺎﻳﺪ ﻛﻮﭼﻜﺘﺮ از اﺳﺘﻔﺎده از ﻟﻮﻟﻪ ﻫﺎي ﺑﺎ روﻛﺶ ﺷﻴﺸﻪاي ﺑﺎ ﻗﻄﺮ ﻛﻤﺘﺮ ﻧﺘﺎﻳﺞ .ﻣﻮﻓﻘﻴﺖ آﻣﻴﺰي داﺷﺘﻪ اﺳﺖ ﻣﺘﺮ1/8 ﺗﺎ1/5 ﺗﺠﺎوز ﻛﻨﺪ ﻣﮕﺮ اﻳﻦ ﻛﻪ ﺳﺮﻋﺖ ﺑﻴﺸﺘﺮ از در اﻳﻦ ﺻﻮرت ﻟﻮﻟﻪ ﺑﺎﻳﺪ ﺑﺮاي ﺛﺎﺑﺖ ﻣﺎﻧﺪن.ﺑﺮﺛﺎﻧﻴﻪ ﺑﺎﺷﺪ ﺑﺮاي ﺣﺮﻛﺖ ﺛﻘﻠﻲ ﻟﺠﻦ ﻫﺎ در. ﺗﻌﻴﻴﻦ اﻧﺪازه ﺷﻮد،ﺳﺮﻋﺖ ( اﻳﻨﭻ8) DN 200 ﺧﻄﻮط ﻟﻮﻟﻪ ﻧﺒﺎﻳﺪ ﻗﻄﺮ ﻟﻮﻟﻪ ﻛﻤﺘﺮ از .ﺑﺎﺷﺪ 7.3.3 A number of cleanouts in the form of plugged tees or crosses instead of elbows shall be installed so that the lines can be rodded if necessary. ﺗﻌﺪادي ﻣﺤﻔﻈﻪ ﺗﻤﻴﺰﻛﺎري ﺑﻪ ﺷﻜﻞ ﻣﺴﺪود3-3-7 7.3.4 Pump connections should not be smaller than DN 100 (4 inch) in diameter DN 100 ﻗﻄﺮ اﺗﺼﺎﻻت ﺗﻠﻤﺒﻪ ﻧﺒﺎﻳﺪ ﻛﻮﭼﻜﺘﺮ از4-3-7 7.3.5 Pump selection shall consider build-up of head due to grease accumulations at the inside اﻧﺘﺨﺎب ﺗﻠﻤﺒﻪ ﺑﺎﻳﺪ ﻫﻤﺮاه ﺑﺎ ﺗﻮﺟﻪ اﻓﺰاﻳﺶ ارﺗﻔﺎع5-3-7 ﺷﻜﻞ ﻳﺎ ﻣﺘﻘﺎﻃﻊ ﺑﺠﺎي زاﻧﻮﻳﻲ ﺑﺎﻳﺪ ﻧﺼﺐT ﻛﻨﻨﺪﻫﺎي ﺷﻮﻧﺪ ﺗﺎ در ﺻﻮرت ﺿﺮورت ﺧﻄﻮط ﻟﻮﻟﻪ را ﻓﻨﺮ ﮔﺬاري .ﻛﺮد . اﻳﻨﭻ( ﺑﺎﺷﺪ4) 20 Feb. 2010/ 1388 ﺑﻬﻤﻦ of piping. In some plants provisions may also be made for melting the grease by circulating hot water, steam or digester supernatant through the main sludge lines. IPS-E-PR-735(1) در ﺑﻌﻀﻲ.ﻫﻤﺮاه ﺑﺎ ﺗﺠﻤﻊ ﮔﺮﻳﺲ در داﺧﻞ ﺧﻄﻮط ﺑﺎﺷﺪ واﺣﺪﻫﺎ ﺗﻤﻬﻴﺪاﺗﻲ ﺑﺮاي ذوب ﮔﺮﻳﺲ ﺑﺎ ﮔﺮدش آب ﮔﺮم ﻳﺎ ،ﺑﺨﺎر ﻳﺎ ﺣﻼل ﻣﻮاد ﺷﻨﺎور در ﺧﻄﻮط ﻟﻮﻟﻪ اﺻﻠﻲ ﻟﺠﻦ .ﻓﺮاﻫﻢ ﻣﻲﺷﻮد 7.3.6 In the design of long sludge lines, special design features should be considered including: ﺗﻮﺻﻴﻪ، در ﻃﺮاﺣﻲ ﺧﻄﻮط ﻟﻮﻟﻪ ﻃﻮﻻﻧﻲ ﻟﺠﻦ6-3-7 از،ﻣﻲ ﺷﻮد ﺷﻜﻞ ﺧﺎﺻﻲ از ﻃﺮاﺣﻲ ﻣﻮرد ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮد :ﺟﻤﻠﻪ a) Providing two pipes unless a single pipe can be shut-down for several days without causing problems; ﻣﮕﺮ اﻳﻨﻜﻪ ﻳﻚ ﺧﻂ ﻟﻮﻟﻪ را،اﻟﻒ( ﭘﻴﺶ ﺑﻴﻨﻲ دو ﺧﻂ b) providing for external corrosion and pipe loads; ب( ﭘﻴﺶ ﺑﻴﻨﻲ ﺑﺮاي ﺧﻮردﮔﻲ ﺳﻄﻮح ﺧﺎرﺟﻲ و ﺑﺎر c) adding facilities for applying dilution water for flushing the line; ج( اﻓﺰودن ﺗﺠﻬﻴﺰات ﺑﺮاي ﺷﺴﺘﺸﻮي ﺧﻄﻮط ﻟﻮﻟﻪ d) providing means to insert a pipe cleaner at the treatment plant; د( ﭘﻴﺶ ﺑﻴﻨﻲ ﺑﺮاي ورود ﺗﻤﻴﺰﻛﻨﻨﺪه ﻟﻮﻟﻪ در واﺣﺪ e) including provisions for steam injections; ﻫ( ﺗﻤﻬﻴﺪاﺗﻲ ﺑﺮاي ﺗﺰرﻳﻖ ﺑﺨﺎر؛ f) providing air relief and blow-off valves for the high and low points, respectively; and, و( ﺗﻌﺒﻴﻪ ﺷﻴﺮﻫﺎي اﻃﻤﻴﻨﺎن ﻫﻮا و ﺗﺨﻠﻴﻪ ﺑﺘﺮﺗﻴﺐ g) considering the potential effects of waterhammer. ز ( ﺗﻮﺟﻪ ﻛﺮدن ﺑﻪ ﺗﺄﺛﻴﺮات اﺣﺘﻤﺎﻟﻲ ﺿﺮﺑﻪ ﻗﻮچ ﺑﺘﻮان ﺑﺮاي ﭼﻨﺪ روز ﺑﺪون آن ﻛﻪ ﻣﺸﻜﻠﻲ ؛.ﭘﻴﺶ آﻳﺪ ﻣﺘﻮﻗﻒ ﻧﻤﻮد ﻟﻮﻟﻪ ﺑﺎ آب رﻗﻴﻖ ﻛﻨﻨﺪه ؛ ﺗﺼﻔﻴﻪ؛ ﺑﺮاي ﻧﻘﺎط ﺑﺎﻻﻳﻲ و ﭘﺎﻳﻴﻨﻲ ؛ ﺗﺠﻬﻴﺰات ﻋﻤﻠﻴﺎت ﻣﻘﺪﻣﺎﺗﻲ4-7 7.4 Preliminary Operation Facilities Sludge grinding, degritting, blending, and storage are necessary to provide a relatively constant, homogeneous feed to sludge processing facilities. Blending and storage can be accomplished either in a single Unit designed to do both or separately in other plant components. ﺑﻪ ﻣﻨﻈﻮر داﺷﺘﻦ ﺧﻮراك ﻧﺴﺒﺘﺎ ﺛﺎﺑﺖ و ﻳﻜﻨﻮاﺧﺖ ﺑﻪ ، ﺷﻦ زدا، وﺟﻮد ﻟﺠﻦ ﺧﺮد ﻛﻦ،ﺗﺎﺳﻴﺴﺎت ﻓﺮآﻳﻨﺪي ﻟﺠﻦ اﺧﺘﻼط.ﻣﺨﻠﻮط ﻛﻦ و ﻣﺨﺰن ذﺧﻴﺮه ﺳﺎزي ﺿﺮورت دارﻧﺪ ﻟﺠﻦ و ذﺧﻴﺮه ﺳﺎزي را ﻣﻴﺘﻮان ﺑﺎ ﻫﻢ و ﻳﺎ ﺑﻄﻮر ﻣﺠﺰا در .واﺣﺪ دﻳﮕﺮ اﻧﺠﺎم داد ﺧﺮد ﻛﺮدن ﻟﺠﻦ1-4-7 7.4.1 Sludge grinding Some of the processes that must be preceded by sludge grinders for the purpose of preventing clogging are a) Pumping pumps; with progressive ﺑﻌﻀﻲ از ﻓﺮآﻳﻨﺪﻫﺎﻳﻲ ﻛﻪ ﺑﺎﻳﺪ ﺑﻌﺪ از ﺧﺮد ﻛﻨﻨﺪه ﻫﺎي ﻟﺠﻦ :اﻧﺠﺎم ﺷﻮد ﺗﺎ از ﮔﺮﻓﺘﮕﻲ ﻟﻮﻟﻪ ﺟﻠﻮﮔﻴﺮي ﻛﻨﺪ ﻋﺒﺎرﺗﻨﺪ از cavity اﻟﻒ( ﺗﻠﻤﺒﻪ ﻛﺮدن ﺑﺎ ﺗﻠﻤﺒﻪﻫﺎي ﺣﻔﺮه اي ﭘﻴﺸﺮوﻧﺪه؛ b) Solid bowl centrifuges ; ب ( ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﻛﺎﺳﻪ ﺟﺎﻣﺪي؛ 21 Feb. 2010/ 1388 ﺑﻬﻤﻦ c) Belt-filter press; IPS-E-PR-735(1) .ج ( ﻓﻴﻠﺘﺮﻫﺎي ﺗﺴﻤﻪاي ﻓﺸﺎري Slow speed, more durable and reliable grinders shall be applied. The design shall include improved bearings and seals, hardened steel cutters, overload sensors, and mechanisms that reverse the cutter rotation to clear obstructions or shutdown the Unit if the obstruction can not be cleared. دوام ﺑﻴﺸﺘﺮ و ﻣﻄﻤﺌﻦ از ﻛﺎرﻛﺮد،ﺧﺮد ﻛﻦ ﺑﺎ ﺳﺮﻋﺖ ﭘﺎﻳﻴﻦ ﻃﺮاﺣﻲ ﺑﺎﻳﺪ ﺷﺎﻣﻞ ﻳﺎﺗﺎﻗﺎنﻫﺎ و آب.ﺑﺎﻳﺪ ﺑﻪ ﻛﺎر ﮔﺮﻓﺘﻪ ﺷﻮد و ﺗﻴﻐﻪ ﻫﺎي ﺑﺮﻧﺪه ﻓﻮﻻدي ﺳﺨﺖ و ﺣﺴﮕﺮﻫﺎي ﺑﺎر،ﺑﻨﺪﻫﺎ اﺿﺎﻓﻲ ﭘﻴﺸﺮﻓﺘﻪ و ﻣﻜﺎﻧﻴﺰﻣﻲ ﻛﻪ ﭼﻨﺎﻧﭽﻪ ﺑﺮﻧﺪه ﻧﺘﻮاﻧﺴﺖ اﻳﺠﺎد ﻣﺎﻧﻊ را رﻓﻊ ﻛﻨﺪ و ﺑﺎ ﭼﺮﺧﺶ ﺑﺮﮔﺸﺘﻲ ﺑﺘﻮاﻧﺪ ﻣﺎﻧﻊ و . ﺑﺎﺷﺪ،اﻧﺴﺪاد را ﺑﺮﻃﺮف ﻛﻨﺪ ﻏﺮﺑﺎل ﻛﺮدن ﻟﺠﻦ2-4-7 7.4.2 Sludge screening Because row wastewater screens can allow significant of solids to pass through, sludge screening is alternative to grinding. Screening is advantageous in that nuisance material is removed from the solid stream. Types of screens are: ،ﺑﻪ دﻟﻴﻞ اﻳﻨﻜﻪ ردﻳﻒ ﻏﺮﺑﺎلﻫﺎي ﭘﺴﺎب اﺟﺎزه ﻣﻴﺪﻫﺪ ﻣﻘﺎدﻳﺮ زﻳﺎدي از ﺟﺎﻣﺪات ﻋﺒﻮر ﻛﻨﻨﺪ ﻏﺮﺑﺎل ﻛﺮدن ﻟﺠﻦ از.ﺟﺎﻳﮕﺰﻳﻦ دﻳﮕﺮي ﺑﺮاي ﺧﺮد ﻛﺮدن ﻟﺠﻦ ﻣﻲ ﺑﺎﺷﻨﺪ دﻓﻊ ﻣﻮاد ﻣﺰاﺣﻢ از ﺟﺮﻳﺎن ﺟﺎﻣﺪات،ﻣﺰاﻳﺎي ﻏﺮﺑﺎل ﻛﺮدن : اﻧﻮاع ﻏﺮﺑﺎل ﻫﺎ ﻋﺒﺎرﺗﻨﺪ از.اﺳﺖ اﻟﻒ( ﻏﺮﺑﺎل ﻫﺎي ﻣﺮﺣﻠﻪاي ﺑﺮاي دﻓﻊ ﺟﺎﻣﺪات رﻳﺰ a) Step screens can be used for the ﻟﺠﻦ ﻫﺎي اوﻟﻴﻪ ﻳﺎ ﺑﻴﻮﺟﺎﻣﺪﻫﺎ،از ﺟﺪاﺳﺎزﻫﺎ ﺳﻮراخﻫﺎي.ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﻣﻴﮕﻴﺮﻧﺪ ﺗﺎ1/2) ﻣﻴﻠﻴﻤﺘﺮ6 ﺗﺎ3 ﻏﺮﺑﺎل در ﻣﺤﺪوده ﻣﻴﻠﻴﻤﺘﺮ10 اﻳﻨﭻ( و ﺳﻮراخﻫﺎي ﺗﺎ0/24 اﻳﻨﭻ( ﻧﻴﺰ ﻣﻴﺘﻮاﻧﻨﺪ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار0/4) .ﮔﻴﺮﻧﺪ removal of fine solids from septage, primary sludge, or biosolids. Screen openings normally range from 3 to 6 mm (0.12 to .24 in), although openings up to 10mm ( 0.4 in ) can be used. b) In-line screen that can be installed in a pipeline. The screen removes material by passing the flow screen through a screen with 5 mm (0.2 in) openings. ب ( در ﺧﻄﻮط ﻟﻮﻟﻪ ﻧﻴﺰ ﻣﻴﺘﻮان ﻏﺮﺑﺎل داﺧﻠﻲ ﻧﺼﺐ 5 ﻏﺮﺑﺎل ﺑﺎ ﻋﺒﻮر از ﺳﻮراخﻫﺎي ﺑﻪ ﻗﻄﺮ.ﻛﺮد . اﻳﻨﭻ( ﻣﻴﺘﻮاﻧﺪ ﻣﻮاد را دﻓﻊ ﻛﻨﺪ0/2) ﻣﻴﻠﻴﻤﺘﺮ ﺷﻦ زداﻳﻲ از ﻟﺠﻦ3-4-7 7.4.3 Sludge degritting In some plants where separate grit removal facilities are not used ahead of the primary sedimentation tanks or where the grit removal facilities are not adequate to handle peak flows and peak grit loads, the grit removal facilities should be provided before further processing of the sludge. Where further thickening of the primary sludge is desired, a practical consideration is sludge degritting. The most effective method of degritting is through the application of centrifugal forces in a flowing system to achieve separation of grit particles from the organic sludge. Such separation is achieved through the use of cyclone degritters, which have no moving parts. The efficiency of the cyclone degritter is affected by pressure در ﺑﻌﻀﻲ از ﻛﺎرﺧﺎﻧﻪ ﻫﺎ ﻛﻪ ﺗﺎﺳﻴﺴﺎت ﺟﺪاﻛﻨﻨﺪه ﺷﻦ ﺑﺼﻮرت ﻣﺠﺰا در ﺑﺎﻻ دﺳﺖ ﻣﺨﺎزن رﺳﻮب ﮔﺬاري اوﻟﻴﻪ ﻳﺎ در ﺟﺎﻫﺎﻳﻲ ﻛﻪ ﺗﺠﻬﻴﺰات ﻛﺎﻓﻲ دﻓﻊ.اﺳﺘﻔﺎده ﻧﻤﻴﺸﻮﻧﺪ ،ﺷﻦ ﺑﻪ ﻫﻨﮕﺎم اوج ﺟﺮﻳﺎن و اوج ﺑﺎر ﺷﻦ ﻣﻮﺟﻮد ﻧﻤﻲﺑﺎﺷﺪ ﺗﺎﺳﻴﺴﺎت دﻓﻊ ﺷﻦ ﺑﺎﻳﺪ ﻗﺒﻞ از ﻫﺮ ﻧﻮع ﻓﺮآﻳﻨﺪي ﻧﺼﺐ ﻫﻨﮕﺎﻣﻲ ﻛﻪ ﺗﻐﻠﻴﻆ ﺑﻴﺸﺘﺮ ﻟﺠﻦ اوﻟﻴﻪ ﻣﻄﻠﻮب ﻣﻲ.ﮔﺮدﻧﺪ ﻣﻮﺛﺮﺗﺮﻳﻦ روش. ﻋﻤﻼ ﺷﻦ زدا ﻣﺪ ﻧﻈﺮ ﺧﻮاﻫﺪ ﺑﻮد،ﺑﺎﺷﺪ ﺷﻦ زداﻳﻲ اﺳﺘﻔﺎده از ﻧﻴﺮوﻫﺎي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ در ﻳﻚ ﺳﻴﺴﺘﻢ روان ﻣﻲﺑﺎﺷﺪ ﺗﺎ ذرات ﺷﻦ را از ﻣﻮاد آﻟﻲ ﻟﺠﻦ و اﻳﻦ ﻧﻮع ﺟﺪا ﻛﺮدن ﺑﺎ اﺳﺘﻔﺎده از ﺷﻦ زداﻫﺎي.ﺟﺪا ﻛﻨﺪ .ﺳﻴﻜﻠﻮﻧﻲ ﻛﻪ ﻗﺴﻤﺖ ﻣﺘﺤﺮك ﻧﺪارد اﻧﺠﺎم ﻣﻲ ﺷﻮد 22 Feb. 2010/ 1388 ﺑﻬﻤﻦ and by the concentration of the organic in the sludge. To obtain effective grit separation, the sludge must be relatively dilute. As the sludge concentration increases, the particle size that can be removed decreases. IPS-E-PR-735(1) راﻧﺪﻣﺎن ﺷﻦ زداي ﺳﻴﻜﻠﻮن ﺑﺴﺘﮕﻲ ﺑﻪ ﻓﺸﺎر و ﻏﻠﻈﺖ ﻣﻮاد ﻟﺠﻦ ﺑﺎﻳﺪ، ﺑﺮاي ﻣﻮﺛﺮ ﺑﻮدن ﺷﻦ زداﻳﻲ.آﻟﻲ در ﻟﺠﻦ دارد اﻧﺪازه ذراﺗﻲ ﻛﻪ، ﺑﺎ اﻓﺰاﻳﺶ ﻏﻠﻈﺖ.ﻧﺴﺒﺘﺎ رﻗﻴﻖ ﺷﻮد .ﻣﻲﺗﻮاﻧﺪ ﺟﺪا ﺷﻮد ﻛﺎﻫﺶ ﻣﻲﻳﺎﺑﺪ ﻣﺨﻠﻮط ﻛﺮدن ﻟﺠﻦ4-4-7 7.4.4 Sludge blending Sludge is blended (if required) to produce a uniform mixture to downstream operations and processes. Uniform mixtures are most important in short detention time systems, such as sludge dewatering, heat treatment, and incineration. Special attention shall be given to segregation of oily and non-oily sludges. اﺧﺘﻼط ﻟﺠﻦ)در ﺻﻮرت ﻧﻴﺎز( ﺑﺮاي ﺗﻮﻟﻴﺪ ﻳﻚ ﻣﺨﻠﻮط ﻳﻜﺴﺎن ﺟﻬﺖ ﻋﻤﻠﻴﺎت و ﻓﺮآﻳﻨﺪ ﭘﺎﺋﻴﻦ دﺳﺖ ﺻﻮرت ﻣﻲ ﻣﺨﻠﻮطﻫﺎي ﻳﻜﻨﻮاﺧﺖ در ﺳﺎﻣﺎﻧﻪﻫﺎي داراي زﻣﺎن.ﮔﻴﺮد ﺗﺼﻔﻴﻪ ﺣﺮارﺗﻲ و ﺳﻮزاﻧﺪن،ﺗﻮﻗﻒ ﻛﻮﺗﺎه ﻣﺎﻧﻨﺪ آﺑﮕﻴﺮي ﻟﺠﻦ ﺑﺎﻳﺪ ﺗﻮﺟﻪ ﺧﺎﺻﻲ ﺑﻪ ﺟﺪا ﻛﺮدن.ﺧﻴﻠﻲ ﻣﻬﻢ ﻫﺴﺘﻨﺪ .ﻟﺠﻦﻫﺎي روﻏﻨﻲ از ﻏﻴﺮروﻏﻨﻲ اﻧﺠﺎم ﭘﺬﻳﺮد Sludge from primary, secondary, and advanced processes can be blended in the several ways. ﺛﺎﻧﻮﻳﻪ و ﭘﻴﺸﺮﻓﺘﻪ،ﻟﺠﻦ ﻫﺎي ﺣﺎﺻﻞ از ﻓﺮآﻳﻨﺪﻫﺎي اوﻟﻴﻪ :ﻣﻴﺘﻮاﻧﻨﺪ ﺑﻪ ﭼﻨﺪﻳﻦ روش ﻣﺨﺘﻠﻒ ﻣﺨﻠﻮط ﺷﻮﻧﺪ اﻟﻒ( در ﻣﺨﺎزن ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ a) In primary settling tanks: The same type (oily or non-oily) sludges from secondary or advanced waste water treatment sludges can be returned to the primary settling tanks, where they will settle and mix with the primary sludge. (در اﻳﻦ روش ﻟﺠﻦ ﻫﺎي ﻣﺸﺎﺑﻪ)روﻏﻨﻲ و ﻏﻴﺮروﻏﻨﻲ ﺣﺎﺻﻞ از ﺗﺼﻔﻴﻪ ﭘﺴﺎب ﺛﺎﻧﻮﻳﻪ و ﭘﻴﺸﺮﻓﺘﻪ ﻣﻴﺘﻮاﻧﻨﺪ ﺑﻪ در ﺟﺎﻳﻲ ﻛﻪ،ﻣﺨﺎزن اوﻟﻴﻪ ﺗﻪ ﻧﺸﻴﻨﻲ ﺑﺎزﮔﺮداﻧﺪه ﺷﻮﻧﺪ .آﻧﻬﺎ ﺗﻪ ﻧﺸﻴﻦ ﺷﺪه و ﺑﺎ ﻟﺠﻦ اوﻟﻴﻪ ﻣﺨﻠﻮط ﻣﻴﺸﻮﻧﺪ :ب( در ﻟﻮﻟﻪ ﻫﺎ b) In pipes: This procedure requires careful control of sludge sources and feed rates to ensure the proper blend. اﻳﻦ روش ﻧﻴﺎزﻣﻨﺪ ﻛﻨﺘﺮل دﻗﻴﻖ ﻣﻨﺸﺎ ﻟﺠﻦ و ﻣﻴﺰان .ﺧﻮراك ﺑﺮاي اﻃﻤﻴﻨﺎن از اﻧﺠﺎم ﺻﺤﻴﺢ اﺧﺘﻼط اﺳﺖ c) In sludge processing facilities with long detention times: ج( در ﺗﺎﺳﻴﺴﺎت ﺗﺼﻔﻴﻪ ﻟﺠﻦ ﺑﺎ زﻣﺎن ﺗﻮﻗﻒ Aerobic and anaerobic digesters (completemix type) can blend the feed sludges uniformly. ﺗﺨﻤﻴﺮﻛﻨﻨﺪه ﻫﺎي ﻫــﻮازي و ﺑﻲ ﻫــﻮازي )ﻧﻮع اﺧﺘﻼط ﻛﺎﻣﻞ( ﻣﻴﺘﻮاﻧﻨﺪ اﺧﺘﻼط ﻟﺠﻦ ﻫﺎي ورودي را .ﻳﻜﻨﻮاﺧﺖ ﻛﻨﻨﺪ :ﻃﻮﻻﻧﻲ :د( در ﻳﻚ ﻣﺨﺰن اﺧﺘﻼط ﻣﺠﺰا d) In a separate blending tank: This practice provides the best opportunity to control the quality of the blended sludges. اﻳﻦ ﻋﻤﻞ ﺑﻬﺘﺮﻳﻦ روش ﺑﺮاي ﻛﻨﺘﺮل ﻛﻴﻔﻴﺖ ﻟﺠﻦﻫﺎي .ﻣﺨﻠﻮط ﺷﺪه ﻣﻲﺑﺎﺷﺪ ، 0/05 m³/s در ﻛﺎرﺧﺎﻧﻪ ﻫﺎي ﺗﺼﻔﻴﻪ ﺑﺎ ﻇﺮﻓﻴﺖ ﻫﺎي ﻛﻤﺘﺮ از در.اﺧﺘﻼط ﻣﻌﻤﻮﻻ در ﻣﺨﺎزن اوﻟﻴﻪ ﺗﻪ ﻧﺸﻴﻨﻲ اﻧﺠﺎم ﻣﻴﺸﻮد راﻧﺪﻣﺎن ﺑﻬﻴﻨﻪ ﺑﻪ وﺳﻴﻠﻪ ﻏﻠﻴﻆ ﻛﺮدن ﻣﺠﺰاي،ﺗﺎﺳﻴﺴﺎت ﺑﺰرﮔﺘﺮ ﻣﺨﺰﻧﻬﺎي.ﻟﺠﻦ ﻫﺎ ﻗﺒﻞ از ﻣﺨﻠﻮط ﺳﺎزي ﺑﺪﺳﺖ ﻣﻲ آﻳﺪ اﺧﺘﻼط ﺑﺎﻳﺴﺘﻲ ﻣﺠﻬﺰ ﺑﻪ ﻣﺨﻠﻮط ﻛﻦ ﻣﻜﺎﻧﻴﻜﻲ و ﺗﻴﻐﻪﻫﺎﻳﻲ .ﺑﺮاي اﻃﻤﻴﻨﺎن از اﻧﺠﺎم ﺧﻮب اﺧﺘﻼط ﺑﺎﺷﻨﺪ In treatment plants of less than 0.05 m³/s capacities, blending is usually accomplished in the primary settling tanks. In large facilities, optimum efficiency is achieved by separately thickening sludges before blending. Blending tanks should be equipped with mechanical mixers and baffles to ensure good mixing. 23 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) ذﺧﻴﺮه ﺳﺎزي ﻟﺠﻦ5-4-7 7.4.5 Sludge storage Sludge storage must be provided to smooth out fluctuations in the rate of solids and biosolids production and to allow solids to accumulate during periods when subsequent solids processing facilities are not operating. Sludge storage shall be provided a head of the following processes to establish a uniform feed rate: ﺑﺮاي آرام ﻛﺮدن ﻧﻮﺳﺎﻧﺎت در ﻣﻴﺰان ﺗﻮﻟﻴﺪ ﺟﺎﻣﺪات و ﺑﻴﻮﺟﺎﻣﺪات و اﻧﺒﺎﺷﺘﻪ ﺷﺪن ﺟﺎﻣﺪات وﻗﺘﻲ ﻛﻪ واﺣﺪ ﺑﻌﺪي ذﺧﻴﺮه ﺳﺎزي ﻟﺠﻦ ﺑﺎﻳﺪ اﻧﺠﺎم،ﻋﻤﻠﻴﺎت در ﺣﺎل ﻛﺎر ﻧﻴﺴﺖ ﻣﺨﺎزن ذﺧﻴﺮه ﺳﺎزي ﻟﺠﻦ ﺑﺎﻳﺪ ﺑﺮاي ﻓﺮآﻳﻨﺪﻫﺎ زﻳﺮ.ﮔﺮدد ارﺗﻔﺎع ﻣﻨﺎﺳﺐ را ﻓﺮاﻫﻢ ﻧﻤﺎﻳﺪ ﺗﺎ ﺑﻪ ﻣﻨﺠﺮ ﺑﻪ اﻳﺠﺎد ﻳﻚ :ﻣﻴﺰان ﺟﺮﻳﺎن ﻳﻜﻨﻮاﺧﺖ ﮔﺮدد a) Lime stabilization, ،اﻟﻒ( ﺗﺜﺒﻴﺖ ﺳﺎزي آﻫﻜﻲ b) Mechanical dewatering, ب ( آﺑﮕﻴﺮي ﻣﻜﺎﻧﻴﻜﻲ c) Heat Drying, ج ( ﺧﺸﻚ ﻛﺮدن ﮔﺮﻣﺎﻳﻲ d) Thermal reduction. د ( اﺣﻴﺎء ﺣﺮارﺗﻲ Sludge tanks may be sized to retain the sludge for a period of several hours to a few days. If sludge is stored longer than two or three days, it will become odorous and will be more difficult to dewater. Sludge is often aerated to prevent septicity and to promote mixing. Means shall be provided to reduce and control the odors from sludge storage. ﻣﺨﺎزن ﻟﺠﻦ ﺑﺮاي ﻧﮕﻬﺪاري ﻟﺠﻦ از ﭼﻨﺪ ﺳﺎﻋﺖ ﺗﺎ ﭼﻨﺪ 3 ﻳﺎ2 اﮔﺮ ﻟﺠﻦ ﺑﻴﺶ از.روز ﻣﻲ ﺗﻮاﻧﻨﺪ ﺗﻌﻴﻴﻦ اﻧﺪازه ﺷﻮﻧﺪ ﻟﺠﻦ ﺑﻮدار ﺷﺪه و آﺑﮕﻴﺮي آن ﻣﺸﻜﻞ،روز ذﺧﻴﺮه ﮔﺮدد ﺑﻪ ﻟﺠﻦ ﻫﺎ ﻣﻌﻤﻮﻻً ﻫﻮا زده ﻣﻴﺸﻮد ﺗﺎ از ﮔﻨﺪﻳﺪﮔﻲ.ﻣﻴﺸﻮد ﺑﺎﻳﺪ ﺗﺠﻬﻴﺰاﺗﻲ ﺑﺮاي.ﺟﻠﻮﮔﻴﺮي و اﺧﺘﻼط را ﺗﺴﺮﻳﻊ ﻧﻤﺎﻳﺪ ﻛﻨﺘﺮل و ﻛﺎﻫﺶ ﻣﻮاد ﺑﻮدار ﺣﺎﺻﻞ از ذﺧﻴﺮه ﺳﺎزي ﻟﺠﻦ .در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد ( ﺗﻐﻠﻴﻆ )ﻏﻠﻴﻆ ﺳﺎزي5-7 7.5 Thickening (concentration) Thickening should be used to increase the solids content of sludge by removing a portion of the liquid fraction before the land disposal of the sludge or other applications as required. Representative values of percent total solids from various treatment operations or processes are shown in Table C.2 of Appendix C. The sludge thickening methods are described in Table. 3. ﺗﻐﻠﻴﻆ ﺑﺎﻳﺴﺘﻲ ﺑﺮاي اﻓﺰاﻳﺶ ﻣﺤﺘﻮﻳﺎت ﺟﺎﻣﺪات ﻟﺠﻦ ﻗﺒﻞ ﺑﻪ وﺳﻴﻠﻪ،از دﻓﻊ ﻟﺠﻦ در زﻣﻴﻦ و ﻳﺎ دﻳﮕﺮ ﻛﺎرﺑﺮي ﻻزم ﻣﻘﺎدﻳﺮ ﺑﻴﺎﻧﮕﺮ.ﺣﺬف ﺑﺨﺸﻲ آب ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد درﺻﺪ ﻛﻞ ﺟﺎﻣﺪات از ﻋﻤﻠﻴﺎت ﻳﺎ ﻓﺮاﻳﻨﺪﻫﺎي ﻣﺨﺘﻠﻒ در روﺷﻬﺎي ﺗﻐﻠﻴﻆ. در ﭘﻴﻮﺳﺖ )ج( آﻣﺪه اﺳﺖ2-ﺟﺪول ج . ﺗﻮﺿﻴﺢ داده ﺷﺪهاﻧﺪ3 ﻟﺠﻦ در ﺟﺪول ﻛﺎرﺑﺮدﻫﺎ1-5-7 7.5.1 Application On large projects where sludge must be transported a significant distance, such as to a separate plant for processing, a reduction in sludge volume will result in a reduction of pipe size and pumping costs. Volume reduction is very desirable when liquid sludge is transported by tank trucks for direct application to land as a soil conditioner. In treatment plants with less than 4000 m³/d capacity, separate sludge thickening may not be required. In small plants, gravity thickening is در ﭘﺮوژه ﻫﺎي ﺑﺰرگ ﻫﻨﮕﺎﻣﻲ ﻛﻪ ﻟﺠﻦ ﺑﺎﻳﺪ ﺑﻪ ﻣﺴﺎﻓﺖ ﻣﺜﻼً ﺑﻪ ﻛﺎرﺧﺎﻧﻪ دﻳﮕﺮي ﺑﺮاي ﻓﺮآﻳﻨﺪ،ﻃﻮﻻﻧﻲ ﺣﻤﻞ ﺷﻮد ﻛﺎﻫﺶ ﺣﺠﻢ ﻟﺠﻦ ﻣﻨﺠﺮ ﺑﻪ ﻛﺎﻫﺶ ﺳﺎﻳﺰ،ﻣﻨﺘﻘﻞ ﺷﻮد ﻛﺎﻫﺶ ﺣﺠﻢ.ﺧﻄﻮط ﻟﻮﻟﻪ و ﻫﺰﻳﻨﻪ ﺗﻠﻤﺒﻪ زﻧﻲ ﻣﻴﺸﻮد ﺧﻴﻠﻲ ﻣﻄﻠﻮب ﻫﻨﮕﺎﻣﻲ ﻛﻪ ﻟﺠﻦﻫﺎ ﺑﻪ وﺳﻴﻠﻪ ﻛﺎﻣﻴﻮﻧﻬﺎي ﻣﺨﺰﻧﻲ ﺑﺮاي ﻛﺎرﺑﺮي ﻣﺴﺘﻘﻴﻢ ﺑﻌﻨﻮان اﺻﻼح ﺳﺎزي ﺧﺎك در ﻛﺎرﺧﺎﻧﻪﻫﺎي ﺗﺼﻔﻴﻪ در،در زﻣﻴﻦ ﺣﻤﻞ ﻣﻴﺸﻮﻧﺪ ﺗﻐﻠﻴﻆ، ﻣﺘﺮ ﻣﻜﻌﺐ در روز4000 ﻇﺮﻓﻴﺖﻫﺎي ﻛﻤﺘﺮ از در ﺑﻌﻀﻲ.ﻛﻨﻨﺪه ﻣﺠﺰا ﻟﺠﻦ ﻣﻤﻜﻦ اﺳﺖ ﻣﻮرد ﻧﻴﺎز ﻧﺒﺎﺷﺪ 24 Feb. 2010/ 1388 ﺑﻬﻤﻦ accomplished in the primary settling tank or in the sludge digestion Units, or both. IPS-E-PR-735(1) ﻛﺎرﺧﺎﻧﺠﺎت ﻏﻠﻴﻆ ﺳﺎزي وزﻧﻲ ﺑﻪ وﺳﻴﻠﻪ ﻣﺨﺰنﻫﺎي ﺗﻪ اﻧﺠﺎم،ﻧﺸﻴﻨﻲ اوﻟﻴﻪ ﻳﺎ واﺣﺪﻫﺎي ﺗﺮﻛﻴﺐ ﻟﺠﻦ ﻳﺎ ﻫﺮدو .ﻣﻴﭙﺬﻳﺮد روﺷﻬﺎي ﻛﺎرﺑﺮدي2-5-7 7.5.2 Methods of applications The following thickening methods depending on the type of sludge can be applied (see Table 3(for more detail refer to Waste water Engineering Treatment and Reuse)): روﺷﻬﺎي ﻏﻠﻴﻆ ﺳﺎزي ذﻳﻞ ﺑﺴﺘﮕﻲ ﺑﻪ ﻧﻮع ﻟﺠﻦ درﺧﻮاﺳﺘﻲ ﺑﺮاي ﺗﻮﺿﻴﺤﺎت ﺑﻴﺸﺘﺮ ﺑﻪ ﻣﻬﻨﺪﺳﻲ3 )در ﺟﺪول.دارد :(ﺗﺼﻔﻴﻪ و ﺑﺎز اﺳﺘﻔﺎده ﭘﺴﺎب ﻣﺮاﺟﻌﻪ ﮔﺮدد - Gravity. .(وزﻧﻲ )ﮔﺮاﻧﺸﻲ - - Dissolved air flotation. .ﺷﻨﺎور ﺳﺎزي ﻫﻮاي ﻣﺤﻠﻮل - - Solid bowl centrifuge. .ﻣﺤﻔﻈﻪ ﺟﺎﻣﺪ ﮔﺮﻳﺰ از ﻣﺮﻛﺰ - - Gravity belt thickener. .ﺗﺴﻤﻪ ﮔﺮاﻧﺸﻲ ﻏﻠﻴﻆ ﻛﻨﻨﺪه - - Rotary drum thickener. .ﻇﺮف دوراﻧﻲ ﻏﻠﻴﻆ ﻛﻨﻨﺪه - For gravity thickening, a circular tank shall be used. Provisions for dilution water and occasional chlorine addition shall be considered to improve process performance. ﺑﺮاي ﻏﻠﻴﻆ ﺳﺎزي ﮔﺮاﻧﺸﻲ ﻳﻚ ﻣﺨﺰن ﻣﺪور ﺑﺎﻳﺪ ﻣﻮرد ﺑﺮاي اﻧﺠﺎم ﺑﻬﺘﺮ ﻓﺮآﻳﻨﺪ ﺗﻤﻬﻴﺪات ﻻزم.اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد ﺑﺮاي رﻗﻴﻖ ﺳﺎزي ﺑﺎ آب و اﺿﺎﻓﻪ ﻧﻤﻮدن ﻫﺮ از ﭼﻨﺪ ﮔﺎه ﻛﻠﺮ .ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد For flotation type, only dissolved air flotation shall be used. Higher loadings can be used with flotation thickeners than are permissible with gravity thickeners because of the rapid separation of solids from the waste water. ﺑﺮاي ﺷﻨﺎورﺳﺎزي ﺗﻨﻬﺎ از ﻧﻮع ﺷﻨﺎورﺳﺎزي ﻫﻮاي ﻣﺤﻠﻮل ﻇﺮﻓﻴﺖ اﻳﻦ روش ﺑﺎﻻﺗﺮ از روش وزﻧﻲ.ﺑﺎﻳﺪ اﺳﺘﻔﺎده ﺷﻮد ﻣﺠﺎز اﺳﺖ ﭼﻮن ﺳﺮﻋﺖ ﺟﺪاﻳﻲ ﺟﺎﻣﺪات از ﭘﺴﺎب در اﻳﻦ .روش زﻳﺎد اﺳﺖ ﻣﻼﺣﻈﺎت ﻃﺮاﺣﻲ3-5-7 7.5.3 Design considerations 7.5.3.1 In designing thickening facilities, it is important to provide adequate capacity to meet peak demands and prevent septicity, with its attendant odor problems, during the thickening process ﺗﻌﺒﻴﻪ، در ﻃﺮاﺣﻲ ﺗﺎﺳﻴﺴﺎت ﺗﻐﻠﻴﻆ ﺳﺎزي1-3-5-7 7.5.3.2 To maintain aerobic conditions in gravity thickeners, provisions should be made for adding 24 to 30 m³/m².d of final effluent to the thickening tank. ﺑﺮاي ﺣﻔﻆ ﺷﺮاﻳﻂ ﻫﻮازي در ﻏﻠﻴﻆ ﺳﺎزي2-3-5-7 7.5.3.3 Minimum solids loadings shall be used for design of thickeners ﻛﻤﺘﺮﻳﻦ ﻣﻴﺰان ﺑﺎر ﺟﺎﻣﺪات ﺑﺮاي ﻃﺮاﺣﻲ3-3-5-7 .ﻏﻠﻴﻆ ﻛﻨﻨﺪه ﻫﺎ ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد 7.5.3.4 The use of polymers as flotation aids is effective in increasing the solids recovery in the floated sludge and in reducing the recycle loads. اﺳﺘﻔﺎده از ﭘﻠﻴﻤﺮﻫﺎ ﺑﻌﻨﻮان ﻛﻤﻚ در4-3-5-7 ﻇﺮﻓﻴﺖ ﻛﺎﻓﻲ ﺑﺮاي ﻣﻮارد اوج ﺗﻘﺎﺿﺎ و اﺟﺘﻨﺎب از ﻋﻔﻮﻧﺖ ﻫﻤﺮاه ﺑﺎ ﻣﺸﻜﻼت ﺑﻮي آن در ﻃﻮل ﻓﺮآﻳﻨﺪ ﺗﻐﻠﻴﻆ ﺳﺎزي . ﺑﺴﻴﺎر ﻣﻬﻢ اﺳﺖ ﺗﺎ24 ﮔﺮاﻧﺸﻲ ﺑﺎﻳﺴﺘﻲ ﺗﻤﻬﻴﺪاﺗﻲ ﺑﺮاي اﺿﺎﻓﻪ ﻛﺮدن ﻣﻴﺰان ﻣﺘﺮ ﻣﻜﻌﺐ در ﻣﺘﺮ ﻣﺮﺑﻊ در روز از ﻣﻮاد ﺧﺮوﺟﻲ ﻧﻬﺎﻳﻲ30 .ﺑﻪ ﻣﺨﺰن ﺗﻐﻠﻴﻆ در ﻧﻈﺮ ﮔﺮﻓﺖ ﺷﻨﺎورﺳﺎزي در اﻓﺰاﻳﺶ ﺑﺎزﻳﺎﻓﺖ ﺟﺎﻣﺪات از ﻟﺠﻦ ﻫﺎي .ﺷﻨﺎور و ﻛﺎﻫﺶ ﺑﺎرﻫﺎي ﭼﺮﺧﺸﻲ ﻣﻮﺛﺮ اﺳﺖ 25 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE 3 - OCCURRENCE OF THICKENING METHODS IN SLUDGE PROCESSING روﺷﻬﺎي ﻣﻮرد اﺳﺘﻔﺎده ﻏﻠﻴﻆ ﺳﺎزي در ﻓﺮآورش ﻟﺠﻦ-3 ﺟﺪول METHOD روش Gravity, co-settling in clarifier ﻫﻢ ﺗﻪ ﻧﺸﻴﻨﻲ در زﻻل ﻛﻨﻨﺪه، ﮔﺮاﻧﺸﻲ FREQUENCY OF USE AND RELATIVE SUCCESS TYPE OF SLUDGE ﻧﻮع ﻟﺠﻦ primary and waste activated ﻟﺠﻦ اوﻟﻴﻪ و زاﺋﺪات ﻓﻌﺎل ﺷﺪه Untreated primary sludge ﺗﻨﺎوب اﺳﺘﻔﺎده و ﻣﻮﻓﻘﻴﺖ ﻧﺴﺒﻲ Occasional use; may negatively impact the effectiveness of primary clarifier. ﻣﻤﻜﻦ اﺳﺖ ﺗﺄﺛﻴﺮات ﻣﻨﻔﻲ در اﺛﺮ ﺑﺨﺸﻲ زﻻل ﻛﻨﻨﺪه اوﻟﻴﻪ داﺷﺘﻪ ﺑﺎﺷﺪ، اﺳﺘﻔﺎده ﮔﻬﮕﺎه Commonly used with excellent results. Sometimes used with hydroclone degritting of sludge. Can be odorous ﻣﻌﻤﻮﻻً ﺑﺎ ﺑﻬﺘﺮﻳﻦ ﻧﺘﺎﻳﺞ ﻣﻮرد اﺳﺘﻔﺎده اﺳﺖ ﻟﺠﻦ اوﻟﻴﻪ ﺑﺪون ﻓﺮآورش .ﺑﻌﻀﻲ از ﻣﻮاﻗﻊ ﺑﺎ ﺷﻦ زداﻳﻲ از ﻟﺠﻦ اﺳﺘﻔﺎده ﻣﻴﺸﻮد ﻛﻪ ﻣﻴﺘﻮاﻧﺪ ﻫﻤﺮاه ﺑﺎ ﺑﻮ ﺑﺎﺷﺪ Gravity, thickening in separate tank ﺗﻐﻠﻴﻆ ﻛﺮدن در ﻣﺨﺰن،ﮔﺮاﻧﺸﻲ ﺟﺪاﮔﺎﻧﻪ Untreated primary and waste activated sludge Often used. For small plants, generally satisfactory results with solids concentrations in the range of 4 to 6%. For large plants, results are marginal. Can be odorous in warm weather. ﻟﺠﻦ اوﻟﻴﻪ ﺑﺪون ﺗﺼﻔﻴﻪ و ﻟﺠﻦ ﻓﻌﺎل زاﺋﺪ در ﻛﺎرﺧﺎﻧﻪ ﻫﺎي ﻛﻮﭼﻚ ﻣﻮرد اﺳﺘﻔﺎده اﺳﺖ ﻧﺘﺎﻳﺞ رﺿﺎﻳﺖ ﺑﺨﺶ ﺑﺎ.اﻏﻠﺐ اﺳﺘﻔﺎده ﻣﻲ ﺷﻮد درﺻﺪ داﺷﺘﻪ اﺳﺖ ﺑﺮاي ﻛﺎرﺧﺎﻧﺠﺎت ﺑﺰرگ ﻧﺘﺎﻳﺞ ﻣﻤﻜﻦ6 ﺗﺎ4 ﺟﺎﻣﺪات در ﻣﺤﺪوده ﻏﻠﻈﺖ . ﺑﻮ دار اﺳﺖ، در آب و ﻫﻮاي ﮔﺮم.اﺳﺖ رﺿﺎﻳﺖ ﺑﺨﺶ ﻧﺒﺎﺷﺪ Waste activated sludge Seldom used; poor solids concentration (2 to 3%). ( درﺻﺪ3 ﺗﺎ2) ﺑﺮاي ﻏﻠﻈﺖ ﻫﺎي ﭘﺎﻳﻴﻦ ﺟﺎﻣﺪ،ﺑﻪ ﻧﺪرت ﻣﻮرد اﺳﺘﻔﺎده اﺳﺖ ﻟﺠﻦ ﻓﻌﺎل زاﺋﺪ Untreated primary and waste activated sludge Dissolved-air flotation ﺷﻨﺎورﺳﺎزي ﻫﻮاي ﻣﺤﻠﻮل Waste activated sludge ﻟﺠﻦ ﻓﻌﺎل زاﺋﺪ Solid-bowl centrifuge ﻣﺤﻔﻈﻪ ﺟﺎﻣﺪ ﮔﺮﻳﺰ از ﻣﺮﻛﺰ Gravity belt thickener ﺗﺴﻤﻪ ﮔﺮاﻧﺸﻲ ﺗﻐﻠﻴﻆ ﻛﻨﻨﺪه Rotary drum thickener ﻇﺮف دوراﻧﻲ ﺗﻐﻠﻴﻆ ﻛﻨﻨﺪه Limited use; results similar to gravity thickeners. . ﻧﺘﺎﻳﺞ ﻣﺸﺎﺑﻪ ﺗﻐﻠﻴﻆ ﻛﻨﻨﺪهﻫﺎي ﮔﺮاﻧﺸﻲ اﺳﺖ،اﺳﺘﻔﺎده ﻣﺤﺪود ﻟﺠﻦ اوﻟﻴﻪ ﺑﺪون ﺗﺼﻔﻴﻪ و ﻟﺠﻦ ﻓﻌﺎل زاﺋﺪ Waste activated sludge ﻟﺠﻦ ﻓﻌﺎل زاﺋﺪ Waste activated sludge Commonly used; but use in decreasing because of high operating cost; good results (3.5 to 5% solids concentration). ﻣﻌﻤﻮﻻً ﻣﻮرد اﺳﺘﻔﺎده اﺳﺖ وﻟﻲ اﺳﺘﻔﺎده از ان رو ﺑﻪ ﻛﺎﻫﺶ اﺳﺖ ﭼﻮن ﻫﺰﻳﻨﻪ ﻋﻤﻠﻴﺎﺗﻲ ( درﺻﺪ ﻧﺘﺎﻳﺞ ﺧﻮﺑﻲ دارد5 ﺗﺎ3/5) ﺑﺎﻻﻳﻲ دارد ﺑﺮاي ﻏﻠﻈﺖ ﻫﺎي Often used in medium to large plants; good results (4 to 6% solids concentration). 6 ﺗﺎ4) در ﻏﻠﻈﺖ.ﻣﻌﻤﻮﻻً در ﻛﺎرﺧﺎﻧﻪ ﻫﺎ ﺑﻪ اﻧﺪازه ﻣﺘﻮﺳﻂ ﺗﺎ ﺑﺰرگ ﻣﻮرد اﺳﺘﻔﺎده اﺳﺖ .درﺻﺪ( ﻧﺘﺎﻳﺞ ﺧﻮﺑﻲ دارد Often used; good results (3 to 6% solids concentration). ﻟﺠﻦ ﻓﻌﺎل زاﺋﺪ Waste activated sludge . درﺻﺪ ﻧﺘﺎﻳﺞ ﺧﻮﺑﻲ دارد6 ﺗﺎ3 در ﻏﻠﻈﺖ،اﻏﻠﺐ ﻣﻮرد اﺳﺘﻔﺎده اﺳﺖ Limited use; good results (3 to 6% solids concentration). . درﺻﺪ ﻧﺘﺎﻳﺞ ﺧﻮﺑﻲ دارد6 ﺗﺎ3 از ﻏﻠﻈﺖ،اﺳﺘﻔﺎده ﻣﺤﺪود ﻟﺠﻦ ﻓﻌﺎل زاﺋﺪ ﺗﺜﺒﻴﺖ6-7 ﺣﺬف ﺑﻮﻫﺎ و،ﻟﺠﻦ ﻫﺎ ﺑﺮاي ﻛﺎﻫﺶ ﻋﻮاﻣﻞ ﺑﻴﻤﺎري زا ﻛﺎﻫﺶ و ﺣﺬف ﺗﻮان ﺗﻌﻔﻦ ﺑﺎﻳﺴﺘﻲ ﺗﺜﺒﻴﺖ،ﺟﻠﻮﮔﻴﺮي وﺳﻴﻠﻪ ﺑﺮاي ﺣﺬف ﺷﺮاﻳﻂ ﻧﺎﻣﻨﺎﺳﺐ از ﻃﺮﻳﻖ ﺗﺜﺒﻴﺖ.ﺷﻮﻧﺪ ﺳﺎزي ﺑﺮاي ﻣﺜﺎل ﺑﺮاي ﺗﺎﺳﻴﺴﺎت زﻳﺮ ﺑﺎﻳﺪ ﻣﻮارد زﻳﺮ ﻣﻮرد :ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮد 7.6 Stabilization Sludges are stabilized to reduce pathogens, eliminate offensive odors and inhibit, reduce, or eliminate the potential for putrefaction. The means to eliminate the nuisance conditions through stabilization such as the following facilities shall be taken into consideration. 26 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) a) The biological reduction of volatile content. .اﻟﻒ( ﻛﺎﻫﺶ ﺑﻴﻮﻟﻮژﻳﻜﻲ ﻣﺤﺘﻮﻳﺎت ﻓﺮار b) The chemical oxidation of volatile matter. .ب ( اﻛﺴﻴﺪاﺳﻴﻮن ﺷﻴﻤﻴﺎﻳﻲ ﻣﻮاد ﻓﺮار c) The addition of chemicals to the sludge to render it unsuitable for the survival of microorganisms. ج( اﺿﺎﻓﻪ ﻛﺮدن ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ ﺑﻪ ﻟﺠﻦ ﺑﺮاي d) The application of heat to disinfect or sterilized the sludge. .د ( اﺳﺘﻔﺎده از ﮔﺮﻣﺎ ﺑﺮاي ﺿﺪﻋﻔﻮﻧﻲ ﻛﺮدن ﻟﺠﻦ .ﻧﺎﻣﻨﺎﺳﺐ ﻛﺮدن ﺑﻘﺎي ﻣﻴﻜﺮوارﮔﺎﻧﻴﺴﻢ ﻫﺎ ﻣﻼﺣﻈﺎت ﻃﺮاﺣﻲ1-6-7 7.6.1 Design considerations 7.6.1.1 When designing a sludge stabilization process, the following factors have to be taken into consideration: ﺑﺮاي ﻃﺮاﺣﻲ ﻓﺮآﻳﻨﺪ ﺗﺜﺒﻴﺖ ﺳﺎزي ﻟﺠﻦ ﺑﺎﻳﺪ1-1-6-7 :ﻧﻜﺎت زﻳﺮ ﻣﻮرد ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮد a) Sludge quantity to be treated; اﻟﻒ( ﻣﻘﺪار ﻟﺠﻦ ﻣﻮﺟﻮد ﺑﺮاي ﺗﺼﻔﻴﻪ؛ b) The integration of the stabilization process with the other treatment Units; ب ( ﺗﺮﻛﻴﺐ ﻓﺮآﻳﻨﺪ ﺗﺜﺒﻴﺖ ﺑﺎ دﻳﮕﺮ ﻓﺮآﻳﻨﺪﻫﺎي ﺗﺼﻔﻴﻪ؛ c) The objectives of the stabilization process. .ج ( اﻫﺪاف ﻓﺮآﻳﻨﺪ ﺗﺜﺒﻴﺖ 7.6.1.2 The following sludge stabilization processes shall be considered and most suitable technology conforming with the respective Environmental Regulations shall be selected. ﻓﺮآﻳﻨﺪ ﺗﺜﺒﻴﺖ ﺳﺎزي ﻟﺠﻦ ﺑﺎﻳﺪ ﻣﻮرد ﺗﻮﺟﻪ ﻗﺮار2-1-6-7 ﮔﻴﺮد ﺑﺎ و ﻣﻨﺎﺳﺐﺗﺮﻳﻦ ﺗﻜﻨﻮﻟﻮژي و ﻣﻄﺎﺑﻖ ﺑﺎ ﻣﻘﺮرات .ﻣﺮﺑﻮﻃﻪ زﻳﺴﺖ ﻣﺤﻴﻄﻲ اﻧﺘﺨﺎب ﺷﻮﻧﺪ a) Alkaline stabilization usually with lime. .اﻟﻒ( ﺗﺜﺒﻴﺖ ﺳﺎزي ﻗﻠﻴﺎﻳﻲ ﻣﻌﻤﻮﻻً ﺑﺎ آﻫﻚ b) Anaerobic digestion. .ب( ﺗﺨﻤﻴﺮ ﺑﻲ ﻫﻮازي c) Aerobic digestion, including autothermal, thermophilic aerobic digestion ﺷﺎﻣﻞ ﺧﻮد ﮔﺮﻣﺎﻳﻲ ﺗﺨﻤﻴﺮ ﻫﻮازي،ج( ﺗﺨﻤﻴﺮ ﻫﻮازي ﮔﺮﻣﺎدوﺳﺖ d) Composting. د ( ﻛﻮد ﺳﺎزي 7.6.2 Lime stabilization ﺗﺜﺒﻴﺖ ﺑﺎ آﻫﻚ2-6-7 7.6.2.1 Sufficient lime shall be added to untreated sludge to raise the pH to 12 or higher. The methods concerned shall be evaluated for proper place of lime injection. ﻣﻘﺪار ﻛﺎﻓﻲ آﻫﻚ ﺑﺎﻳﺪ ﺑﻪ ﻟﺠﻦ ﺗﺼﻔﻴﻪ ﻧﺸﺪه1-2-6-7 7.6.2.2 The minimum criteria for lime stabilization in lime pre-treatment method is that to maintain the pH above 12 for about two hours so as to ensure pathogen destruction and to provide enough residual alkalinity so that ﺣﺪاﻗﻞ ﻣﻌﻴﺎر ﺑﺮاي ﺗﺜﺒﻴﺖ ﺑﺎ آﻫﻚ در روش2-2-6-7 روﺷﻬﺎي. ﻳﺎ ﺑﻴﺸﺘﺮ ﺑﺎﻻ ﺑﺒﺮد12 آن را ﺗﺎpH اﺿﺎﻓﻪ ﮔﺮدد ﺗﺎ ﻣﻮرد ﺗﻮﺟﻪ ﺑﺎﻳﺪ ﺑﺮاي ﺗﻌﻴﻴﻦ ﻣﺤﻞ ﻣﻨﺎﺳﺐ ﺗﺰرﻳﻖ آﻫﻚ .ارزﻳﺎﺑﻲ ﺷﻮﻧﺪ 12 ﺑﺎﻻﺗﺮ ازpH ﻧﮕﻬﺪاري ﻋﺪد،ﭘﻴﺶ ﺗﺼﻔﻴﻪ ﺑﺎ آﻫﻚ ﺗﺎ اﻃﻤﻴﻨﺎن ﺣﺎﺻﻞ ﺷﻮد ﻛﻪ، ﺳﺎﻋﺖ اﺳﺖ2 ﺑﺮاي ﺣﺪود ﻋﻮاﻣﻞ ﺑﻴﻤﺎري زا از ﺑﻴﻦ رﻓﺘﻪ و ﻣﻘﺪار ﻛﺎﻓﻲ ﻗﻠﻴﺎﺋﻴﺖ ﺑﺎﻗﻲ 27 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) the pH does not drop below 11 for several days. ﺑﺮاي11 ﺑﻪ زﻳﺮ 7.6.2.3 Testing should be preformed for specific applications to determine the actual dosage requirements. ﺗﻮﺻﻴﻪ ﻣﻲﮔﺮدد در ﻛﺎرﺑﺮدﻫﺎي ﻣﺨﺼﻮص3-2-6-7 7.6.2.4 Because lime stabilization does not destroy the organic necessary for bacteria growth, the sludge must be treated with an excess of lime or disposed of before the pH drops significantly. An excess dosage of lime may range up to 1.5 times the amount needed to maintain the initial pH of 12. ﺑﻌﻠﺖ اﻳﻨﻜﻪ ﺗﺜﺒﻴﺖ ﺑﺎ آﻫﻚ ﻣﻮاد آﻟﻲ ﺿﺮوري4-2-6-7 7.6.2.5 Post-lime stabilization has several significant advantages when compared to prelime stabilization such as: ﺗﺜﺒﻴﺖ ﺑﺎ آﻫﻚ داراي ﭼﻨﺪﻳﻦ ﻣﺰﻳﺖ- ﭘﺲ5-2-6-7 pH ﻣﺎﻧﺪه ﺗﺄﻣﻴﻦ ﺷﻮد ﺗﺎ از ﻛﺎﻫﺶ .ﭼﻨﺪﻳﻦ روز ﺟﻠﻮﮔﻴﺮي ﻛﻨﺪ . آزﻣﺎﻳﺶ اﻧﺠﺎم ﺷﻮد،ﺑﺮاي ﺗﻌﻴﻴﻦ ﻣﻴﺰان واﻗﻌﻲ ﺗﺰرﻳﻖ ﺑﺮاي رﺷﺪ ﺑﺎﻛﺘﺮي ﻫﺎ را از ﺑﻴﻦ ﻧﻤﻲﺑﺮد ﻟﺠﻦ ﻫﺎ ﺑﺎﻳﺪ ﻗﺒﻞ از ﺑﺎ آﻫﻚ اﺿﺎﻓﻲ ﺗﺼﻔﻴﻪ ﺷﺪه ﻳﺎ دﻓﻊpH ﻛﺎﻫﺶ ﻗﺎﺑﻞ ﺗﻮﺟﻪ ﺑﺮاﺑﺮ ﻣﻘﺪار1/5 ﺗﺰرﻳﻖ آﻫﻚ اﺿﺎﻓﻲ ﻣﻤﻜﻦ اﺳﺖ ﺗﺎ.ﺷﻮﻧﺪ . اوﻟﻴﻪ ﺑﺎﺷﺪ12 pH آﻫﻚ ﻻزم ﺑﺮاي ﻧﮕﻬﺪاري ﺗﺜﺒﻴﺖ ﺑﺎ آﻫﻚ ﻣﻲ ﺑﺎﺷﺪ ﻛﻪ-ﻗﺎﺑﻞ ﺗﻮﺟﻪ در ﻣﻘﺎﻳﺴﻪ ﺑﺎ ﭘﻴﺶ :ﻋﺒﺎرﺗﻨﺪ از a) Dry lime can be used; therefore, no additional water is added to the dewatered sludge; ﺑﻨﺎﺑﺮاﻳﻦ آب.اﻟﻒ( از آﻫﻚ ﺧﺸﻚ ﻣﻴﺘﻮان اﺳﺘﻔﺎده ﻛﺮد b) there are no special requirements for dewatering; ب ( ﺑﻪ اﻟﺰاﻣﺎت ﺧﺎص ﺑﺮاي آﺑﮕﻴﺮي ﻧﻴﺎز ﻧﻴﺴﺖ؛ اﺿﺎﻓﻲ ﺑﻪ ﻟﺠﻦ آﺑﮕﻴﺮي ﺷﺪه اﺿﺎﻓﻪ ﻧﻤﻴﺸﻮد؛ c) scaling problems and associated maintenance problems of lime sludge dewatering equipment are eliminated. ﻣﺸﻜﻼت رﺳﻮب دﻫﻲ و ﻣﺸﻜﻼت ﺗﻌﻤﻴﺮاﺗﻲ (ج ﻣﺮﺑﻮﻃﻪ در ﻣﻮرد ﺗﺠﻬﻴﺰات آﺑﮕﻴﺮي از ﻟﺠﻦ .ﺣﺬف ﻣﻲ ﺷﻮﻧﺪ 7.6.2.6 Adequate mixing shall be provided for a post-lime stabilization system so as to avoid pockets of putrescible material. ﺗﺜﺒﻴﺖ- ﻣﺨﻠﻮط ﻛﺮدن ﻛﺎﻓﻲ ﺑﺮاي ﺳﺎﻣﺎﻧﻪ ﭘﺲ6-2-6-7 ﺑﺎ آﻫﻚ ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد ﺗﺎ از اﻳﺠﺎد ﺗﻮده ﻣﻮاد .ﮔﻨﺪﻳﺪه ﺟﻠﻮﮔﻴﺮي ﻛﻨﺪ ﺗﺨﻤﻴﺮ ﻏﻴﺮﻫﻮازي ﻟﺠﻦ3-6-7 7.6.3 Anaerobic sludge digestion 7.6.3.1 The following processes can be investigated for proper process selection based on the sludge concentration, rate and characteristics. ﻓﺮآﻳﻨﺪﻫﺎي زﻳﺮ را ﻣﻴﺘﻮان ﻣﻮرد ﺑﺮرﺳﻲ ﻗﺮار1-3-6-7 ﻣﻴﺰان و ﻣﺸﺨﺼﺎت،داد و ﺑﻬﺘﺮﻳﻦ ﻓﺮآﻳﻨﺪ را ﺑﺮاﺳﺎس ﻏﻠﻈﺖ :ﻟﺠﻦ اﻧﺘﺨﺎب ﻧﻤﻮد a) Standard-rate digestion. . اﺳﺘﺎﻧﺪارد-اﻟﻒ( ﺗﺨﻤﻴﺮ ﺑﺎ ﻧﺮخ b) Single stage high-rate digestion. .ﺑﺎﻻ-ب ( ﺗﺨﻤﻴﺮ ﺗﻚ ﻣﺮﺣﻠﻪاي ﺑﺎ ﻧﺮخ c) Two stage digestion. .ج ( ﺗﺨﻤﻴﺮ دو ﻣﺮﺣﻠﻪاي d) Separate sludge digestion. .د ( ﺗﺨﻤﻴﺮ ﺟﺪاﮔﺎﻧﻪ ﻟﺠﻦ 7.6.3.2 The design shall be based on: : ﻃﺮاﺣﻲ ﺑﺎﻳﺪ ﺑﺮاﺳﺎس ﻧﻜﺎت زﻳﺮ ﺑﺎﺷﺪ2-3-6-7 a) The concept of solid retention time; اﻟﻒ( زﻣﺎن ﻧﮕﻬﺪاري ﺟﺎﻣﺪات؛ b) The use of volumetric loading factors; ب ( اﺳﺘﻔﺎده از ﻋﻮاﻣﻞ ﺑﺎر ﮔﺬاري ﺣﺠﻤﻲ ؛ 28 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) c) Volatile solid destruction; ج ( ﺗﺨﺮﻳﺐ ﺟﺎﻣﺪات ﻓﺮار؛ d) Observed volume reduction; and و،د ( ﻛﺎﻫﺶ ﺣﺠﻢ ﻣﺸﺎﻫﺪه ﺷﺪه e) Loading factors based on population. .ﻫ( ﻋﻮاﻣﻞ ﺑﺎرﮔﺬاري ﺑﺮاﺳﺎس ﺟﻤﻌﻴﺖ 7.6.3.3 Anaerobic digester design data shall be according to Table 4(for more detail refer to Waste water Engineering Treatment and Reuse) below: دادهﻫﺎي ﻃﺮاﺣﻲ ﻳﻚ ﺗﺨﻤﻴﺮ ﻛﻨﻨﺪه ﺑﻲ3-3-6-7 ﺑﺎﺷﺪ )ﺑﺮاي ﺟﺰﻳﻴﺎت ﺑﻴﺸﺘﺮ4 ﻫﻮازي ﺑﺎﻳﺪ ﺑﺮاﺳﺎس ﺟﺪول ﺗﺼﻔﻴﻪ و ﺑﺎز اﺳﺘﻔﺎده ﭘﺴﺎب" ﻣﺮاﺟﻌﻪ، ﺑﻪ "ﻣﻬﻨﺪﺳﻲ :(ﮔﺮدد TABLE 4 - ANAEROBIC DIGESTER DESIGN DATA دادهﻫﺎي ﻃﺮاﺣﻲ ﺗﺨﻤﻴﺮ ﻛﻨﻨﺪه ﺑﻲ ﻫﻮازي-4 ﺟﺪول VALUE PARAMETER اﻧﺪازه ﭘﺎراﻣﺘﺮﻫﺎ Number of tanks Solids retention time Mesophilic ﺗﻌﺪاد ﻣﺨﺎزن Multiple desired ﺑﻪ ﺗﻌﺪاد دﻟﺨﻮاه زﻣﺎن ﻧﮕﻬﺪاري ﺟﺎﻣﺪات ﺷﺮاﻳﻂ ﺣﺮارﺗﻲ ﻣﻌﺘﺪل Thermophilic ﮔﺮﻣﺎدوﺳﺖ 20-60 days روز60-20 10-20 days روز20-10 Temperature دﻣﺎ Mesophilic ﻣﻴﺎن دوﺳﺖ Thermophilic ﮔﺮﻣﺎدوﺳﺖ 10-35°C درﺟﻪ ﺳﺎﻧﺘﻴﮕﺮاد35-10 50-57°C درﺟﻪ ﺳﺎﻧﺘﻴﮕﺮاد57-50 Volume allowance Volatile suspended solids loading ﺣﺠﻢ ﻣﺠﺎز ﺑﺎرﮔﺬاري ﺟﺎﻣﺪات ﻣﻌﻠﻖ ﻓﺮار pH range Digested sludge solids concentration pH داﻣﻨﻪ ﻏﻠﻈﺖ ﺟﺎﻣﺪات ﻟﺠﻦ ﺗﺨﻤﻴﺮ ﺷﺪه 0.001-0.01m³/capacity/day 0.64-6.4 kg/m³/day 6.6-7.6 4-6 percent درﺻﺪ ﺗﺨﻤﻴﺮ ﻟﺠﻦ ﻫﻮازي4-6-7 7.6.4 Aerobic sludge digestion 7.6.4.1 The following factors shall be considered in design of aerobic sludge digesters: ﻋﻮاﻣﻞ زﻳﺮ در ﻃﺮاﺣﻲ ﺗﺨﻤﻴﺮﻛﻨﻨﺪه ﻟﺠﻦ ﻫﻮازي1-4-6-7 :ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮﻧﺪ a) Temperature. .اﻟﻒ( دﻣﺎ b) Solids reduction. .ب ( ﻛﺎﻫﺶ ﺟﺎﻣﺪات c) Tank volume (hydraulic retention time). .(ج ( ﺣﺠﻢ ﻣﺨﺰن )زﻣﺎن ﻧﮕﻬﺪاري ﻫﻴﺪروﻟﻴﻜﻲ d) Oxygen requirements. .د ( ﻧﻴﺎزﻣﻨﺪي ﺑﻪ اﻛﺴﻴﮋن e) Energy requirements for mixing. .ﻫ( ﻧﻴﺎزﻣﻨﺪي ﺑﻪ اﻧﺮژي ﺑﺮاي اﺧﺘﻼط 29 Feb. 2010/ 1388 ﺑﻬﻤﻦ f) Process operation. .و ( ﻋﻤﻠﻴﺎت ﻓﺮآﻳﻨﺪي 7.6.4.2 Advantages and disadvantages of aerobic digestion: : ﻣﺰاﻳﺎ و ﻣﻌﺎﻳﺐ ﺗﺨﻤﻴﺮ ﻫﻮازي2-4-6-7 :اﻟﻒ( ﻣﺰاﻳﺎ a) Advantages: - Simplicity of maintenance. IPS-E-PR-735(1) operation and . ﺳﺎده ﺑﻮدن ﻋﻤﻠﻴﺎت و ﺗﻌﻤﻴﺮات- - Lower capital costs. . ﻫﺰﻳﻨﻪ ﻫﺎي ﺳﺮﻣﺎﻳﻪ ﮔﺬاري ﻛﻤﺘﺮ- - Lower BOD and total phosphorous in supernatant. . و ﻓﺴﻔﺮ ﻛﻞ ﻛﻤﺘﺮ در ﻣﻮاد ﺷﻨﺎورBOD - - Few effects from loading, pH and toxic interference. . و ﻣﻮاد ﺳﻤﻲpH ، اﺛﺮات ﻛﻢ از ﺗﺪاﺧﻞ ﺑﺎرﮔﻴﺮي- - Insignificant odors. . ﺑﻮه ﻧﺎﭼﻴﺰ- - Non-explosive. . ﻏﻴﺮ ﻗﺎﺑﻞ اﻧﻔﺠﺎر- - Reduces grease and hexane solubles . ﻛﺎﻫﺶ ﮔﺮﻳﺲ و ﻣﻮاد ﻗﺎﺑﻞ ﺣﻞ در ﻫﮕﺰان- - Better sludge fertilizer. . ﻛﻮد ﻟﺠﻦ ﺑﻬﺘﺮ- - Shorter retention periods. . دورهﻫﺎي ﻧﮕﻬﺪاري ﻛﻮﺗﺎﻫﺘﺮ- - Excellent small plant alternative . ﺟﺎﻳﮕﺰﻳﻦ ﻋﺎﻟﻲ ﺑﺮاي ﻛﺎرﺧﺎﻧﺠﺎت ﻛﻮﭼﻚب( ﻣﻌﺎﻳﺐ b) Disadvantages - Higher operating costs. . ﻫﺰﻳﻨﻪ ﻫﺎي ﻋﻤﻠﻴﺎﺗﻲ ﺑﺎﻻﺗﺮ- - Highly sensitive to ambient temperature. . ﺣﺴﺎﺳﻴﺖ ﺷﺪﻳﺪ ﺑﻪ درﺟﻪ ﺣﺮارت ﻣﺤﻴﻂ- - No useful by-products. . ﺑﺪون ﻣﺤﺼﻮﻻت ﺟﺎﻧﺒﻲ ﻣﻔﻴﺪ- - Variable dewaterability. . ﻗﺎﺑﻠﻴﺖ آﺑﺪﻫﻲ ﻣﺘﻐﻴﺮ- - Lower volatile solids reduction. . ﻛﺎﻫﺶ ﺟﺎﻣﺪات ﻛﻤﺘﺮ ﻓﺮار- - Questionable economic for larger plants. . ﺻﺮﻓﻪ اﻗﺘﺼﺎدي ﻣﺒﻬﻢ ﺑﺮاي ﻛﺎرﺧﺎﻧﺠﺎت ﺑﺰرﮔﺘﺮ- 7.6.4.3 Aerobic digester design data shall be according to Table 5 below (for more detail refer to Waste water Engineering Treatment and Reuse): اﻃﻼﻋﺎت ﻃﺮاﺣﻲ ﺗﺨﻤﻴﺮ ﻛﻨﻨﺪه ﻫﻮازي ﺑﺎﻳﺪ3-4-6-7 ، زﻳﺮ ﺑﺎﺷﺪ )ﺑﺮاي ﺟﺰﻳﻴﺎت ﺑﻴﺸﺘﺮ ﺑﻪ "ﻣﻬﻨﺪﺳﻲ5 ﻣﻄﺎﺑﻖ ﺟﺪول :(ﺗﺼﻔﻴﻪ و ﺑﺎز اﺳﺘﻔﺎده ﭘﺴﺎب" ﻣﺮاﺟﻌﻪ ﮔﺮدد 30 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE 5 - AEROBIC DIGESTER DESIGN DATA اﻃﻼﻋﺎت ﻃﺮاﺣﻲ ﺗﺨﻤﻴﺮﻛﻨﻨﺪه ﻫﺎي ﻫﻮازي-5 ﺟﺪول VALUE PARAMETER ﻣﻘﺪار ﭘﺎراﻣﺘﺮﻫﺎ Number of tanks ﺗﻌﺪاد ﻣﺨﺎزن Multiple desired ﺑﻪ ﺗﻌﺪاد دﻟﺨﻮاه Solids retention time at 20°C درﺟﻪ ﺳﺎﻧﺘﻴﮕﺮاد20 زﻣﺎن ﻧﮕﻬﺪاري ﺟﺎﻣﺪات در - Primary sludge ﻟﺠﻦ اوﻟﻴﻪ- 15-20 days روز20-15 - Primary and activated sludge or trickling filter sludge ﻟﺠﻦ اوﻟﻴﻪ و ﻓﻌﺎل ﺷﺪه ﻳﺎ ﻟﺠﻦ ﺻﺎﻓﻲ ﭼﻜﻨﺪه- Waste activated sludge only ﻓﻘﻂ ﻟﺠﻦ ﻓﻌﺎل ﺷﺪه زاﺋﺪ- 15-20 days روز20-15 10-15 days روز15-10 - Waste activated sludge without primary settling 12-18 days ﻟﺠﻦ ﻓﻌﺎل ﺷﺪه زاﺋﺪ ﺑﺪون ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪVolume allowance ﺣﺠﻢ ﻣﺠﺎز Volatile suspended solids loading ﺑﺎزﮔﺬاري ﺟﺎﻣﺪات ﻣﻌﻠﻖ ﻓﺮار Minimum dissolved oxygen ﺣﺪاﻗﻞ اﻛﺴﻴﮋن ﻣﺤﻠﻮل Oxygen requirements اﻟﺰاﻣﺎت اﻛﺴﻴﮋن - Destroy cell tissue ﻛﺎﻫﺶ ﻟﺠﻦ اوﻟﻴﻪ- Diffusion aeration - Mixed or other sludges 0.8-0.11 m³/capacity/day 1.6-4.8 kg/m³/day 1-2 mg/L 2:1 ﺗﺨﺮﻳﺐ ﺑﺎﻓﺖ ﺳﻠﻮﻟﻲ- - Reduce primary sludge - Waste activated sludge only روز18-12 1.6:1-1.9:1 اﻧﺘﺸﺎر ﻫﻮادﻫﻲ ﻓﻘﻂ ﻟﺠﻦ ﻓﻌﺎل ﺷﺪه زاﺋﺪ- 20-30m³/min/1000 m³ ﻣﺨﻠﻮط ﻳﺎ ﻟﺠﻦ ﻫﺎي دﻳﮕﺮ- Over 60 m³/min/1000 m³ 60 m³/min/1000 m³ ﺑﻴﺶ از Mechanical aeration ﻫﻮادﻫﻲ ﻣﻜﺎﻧﻴﻜﻲ 20-40 kW/1000m³ ﻛﻮدﺳﺎزي5-6-7 7.6.5 Composting 7.6.5.1 The composting process involves the complex destruction of organic material coupled with the production of humic acid to produce a stabilized end product. ﻓﺮآﻳﻨﺪ ﻛﻮد ﺳﺎزي ﺷﺎﻣﻞ ﺗﺨﺮﻳﺐ ﭘﻴﭽﻴﺪه ﻣﻮاد1-5-6-7 آﻟﻲ ﻫﻤﺮاه ﺑﺎ ﺗﻮﻟﻴﺪ اﺳﻴﺪ ﮔﻴﺎ ﺧﺎﻛﻲ ﺑﺮاي ﺗﻮﻟﻴﺪ ﻣﺤﺼﻮل ﻧﻬﺎﻳﻲ .ﺗﺜﺒﻴﺖ ﺷﺪه ﻣﻴﺒﺎﺷﺪ 7.6.5.2 The major types of composting systems used are the aerated static pile, window, and invessel (enclosed mechanical) systems. Aerated static pile is preferred. ، اﻧﻮاع اﺻﻠﻲ ﺳﺎﻣﺎﻧﻪﻫﺎي ﻛﻮدﺳﺎزي ﻣﻮرد اﺳﺘﻔﺎده2-5-6-7 7.6.5.3 The compost mix should be at least 40 percent dry solids to ensure adequate composting. ﻣﺨﻠﻮط ﻛﻮدي ﺑﺮاي اﻃﻤﻴﻨﺎن از ﺗﻮﻟﻴﺪ ﻛﻮد3-5-6-7 7.6.5.4 The following important factors shall be determined/clarified for the design of composting system. ﻋﻮاﻣﻞ ﻣﻬﻢ زﻳﺮ در ﻃﺮاﺣﻲ ﺳﺎﻣﺎﻧﻪ ﻛﻮد ﺳﺎزي ﺑﺎﻳﺪ4-5-6-7 درﻳﭽﻪ و ﺳﺎﻣﺎﻧﻪﻫﺎي درون ﻇﺮﻓﻲ،ﺳﺘﻮن ﻫﻮادﻫﻲ اﺳﺘﺎﺗﻴﻜﻲ ﺳﺘﻮن ﻫﻮادﻫﻲ اﺳﺘﺎﺗﻴﻜﻲ.)ﺿﻤﻴﻤﻪ ﺷﺪه ﻣﻜﺎﻧﻴﻜﻲ( ﻣﻲ ﺑﺎﺷﺪ .ﺗﺮﺟﻴﺢ داده ﺷﺪه اﺳﺖ درﺻﺪ ﺟﺎﻣﺪات ﺧﺸﻚ داﺷﺘﻪ40 ﻣﻨﺎﺳﺐ ﺑﺎﻳﺴﺘﻲ ﺣﺪاﻗﻞ .ﺑﺎﺷﺪ : ﻣﺸﺨﺺ ﺷﻮﻧﺪ/ﺗﻌﻴﻴﻦ - Type of sludge. . ﻧﻮع ﻟﺠﻦ31 Feb. 2010/ 1388 ﺑﻬﻤﻦ - Amendments and bulking agents. IPS-E-PR-735(1) . ﻋﻮاﻣﻞ اﺻﻼﺣﺎت و ﺗﻮده ﻛﻨﻨﺪه ﺣﺠﻢ. ﻧﻴﺘﺮوژن- ﻧﺴﺒﺖ ﻛﺮﺑﻦ- - Carbon-nitrogen ratio. - Volatile solids. . ﺟﺎﻣﺪات ﻓﺮار- - Air requirements. . ﻧﻴﺎزﻣﻨﺪي ﺑﻪ ﻫﻮا- - Moisture content. . ﻣﻘﺪار رﻃﻮﺑﺖ- - pH. .pH - - Temperature. . دﻣﺎ- - Mixing and turning. . ﻣﺨﻠﻮط ﻛﺮدن و ﭼﺮﺧﺎﻧﺪن- - Heavy metals and trace organic. . ﻓﻠﺰات ﺳﻨﮕﻴﻦ و ﻣﻮاد آﻟﻲ ﻧﺎﭼﻴﺰ- - Site constraints. ﻣﺤﺪودﻳﺖﻫﺎي ﻣﺤﻞ اﺻﻼح7-7 7.7 Conditioning 7.7.1 Sludge shall be conditioned to improve its dewatering characteristics if required. Based on the economical and technical evaluation of the conditions existed, a suitable conditioning method such as addition of chemicals, heat treatment, irradiation, or solvent extraction shall be used. The heat treatment process is most applicable to biological sludges that may be difficult to stabilize or condition by other means. در ﺻﻮرت ﻧﻴﺎز ﻟﺠﻦ ﺑﺎﻳﺪ ﺑﺮاي ﺑﻬﺒﻮد ﺧﻮاص آﺑﮕﻴﺮي1-7-7 اﺻﻼح ﻫﺎي، ﺑﺴﺘﻪ ﺑﻪ ارزﻳﺎﺑﻲﻫﺎي اﻗﺘﺼﺎدي و ﻓﻨﻲ.اﺻﻼح ﺷﻮد ﻳﻚ روش ﻣﻨﺎﺳﺐ اﺻﻼح ﻣﺎﻧﻨﺪ اﺿﺎﻓﻪ ﻛﺮدن ﻣﻮاد،ﻣﻮﺟﻮد ﭘﺮﺗﻮاﻓﻜﻨﻲ ﻳﺎ اﺳﺘﺨﺮاج ﺣﻼل ﺑﺎﻳﺪ، ﻓﺮآورش ﮔﺮﻣﺎﻳﻲ، ﺷﻴﻤﻴﺎﻳﻲ ، ﻓﺮآﻳﻨﺪ ﺗﺼﻔﻴﻪ ﺣﺮارﺗﻲ ﺑﺮاي ﻟﺠﻦﻫﺎي ﺑﻴﻮﻟﻮژﻳﻜﻲ.اﺳﺘﻔﺎده ﻛﺮد ﻛﻪ ﺗﺜﺒﻴﺖ و اﺻﻼح آﻧﻬﺎ ﺑﻪ وﺳﻴﻠﻪ روﺷﻬﺎي دﻳﮕﺮ ﺧﻴﻠﻲ ﺳﺨﺖ . ﺑﻴﺸﺘﺮﻳﻦ ﻛﺎرﺑﺮدي را دارد،اﺳﺖ 7.7.2 Intimate admixing of sludge and coagulant shall be made in chemical conditioning process for proper conditioning. ﻣﺨﻠﻮط ﻛﺮدن ﺑﻨﻴﺎدي ﻟﺠﻦ و، ﺑﺮاي اﺻﻼح ﻣﻨﺎﺳﺐ2-7-7 The mixing must not break the floc after it has formed, and the detention should be kept to a minimum so that sludge reaches the dewatering Unit as soon after conditioning as possible. ﻓﺮآﻳﻨﺪ ﻣﺨﻠﻮط ﻛﺮدن ﻧﺒﺎﻳﺪ اﻧﻌﻘﺎدﻫﺎ را ﺑﻌﺪ از ﺷﻜﻞ ﮔﺮﻓﺘﻦ ﺑﺸﻜﻨﺪ و زﻣﺎن ﻧﮕﻬﺪاري ﺑﺎﻳﺴﺘﻲ ﺑﻪ ﺣﺪاﻗﻞ ﺑﺮﺳﺪ ﺗﺎ ﻟﺠﻦ ﺑﻌﺪ از .اﺻﻼح ﺳﺎزي ﺳﺮﻳﻌﺎً ﺑﻪ واﺣﺪ آﺑﮕﻴﺮي ﺑﺮﺳﺪ 7.7.3 Heat treatment involves heating the sludge for short periods of time under pressure. The treatment coagulates the solids, break down the gel structure and reduces the water affinity of sludge solids ﺗﺼﻔﻴﻪ ﺣﺮارﺗﻲ ﺷﺎﻣﻞ ﺣﺮارت دادن ﻟﺠﻦ در ﻳﻚ3-7-7 .اﻧﻌﻘﺎد ﻛﻨﻨﺪه ﺑﺎﻳﺪ در ﻓﺮآﻳﻨﺪ اﺻﻼح ﺷﻴﻤﻴﺎﻳﻲ اﻧﺠﺎم ﮔﻴﺮد ﺗﺼﻔﻴﻪ ﺣﺮارﺗﻲ ﻣﻮﺟﺐ ﻟﺨﺘﻪ.دوره ﻛﻮﺗﺎه ﺗﺤﺖ ﻓﺸﺎر اﺳﺖ ﺷﻜﺴﺘﻪ ﺷﺪن ﺳﺎﺧﺘﺎرﻫﺎي ژﻟﻪاي و ﻛﺎﻫﺶ ﻣﻴﻞ،ﺷﺪن ﺟﺎﻣﺪات .ﺗﺮﻛﻴﺒﻲ ﺟﺎﻣﺪات ﻟﺠﻦ ﺑﺎ آب ﻣﻲ ﮔﺮدد 7.7.3.1 Heat treatment which is classified also as conditioning process shall be designed for continuous process and shall consider heating of the sludge in a pressure vessel to temperatures up to 260°C at pressures up to 2760 kPa (ga) for short periods of time (approximately 30 minutes). ﺗﺼﻔﻴﻪ ﺣﺮارﺗﻲ ﺟﺰء ﻃﺒﻘﻪ ﺑﻨﺪي ﻓﺮآﻳﻨﺪ اﺻﻼح1-3-7-7 اﺳﺖ ﻛﻪ ﺑﺎﻳﺪ ﺑﺮاي ﻓﺮآﻳﻨﺪ ﭘﻴﻮﺳﺘﻪ ﻃﺮاﺣﻲ ﺷﻮد و در ﮔﺮم درﺟﻪ260 ﻛﺮدن ﻟﺠﻦ در ﻇﺮف ﺗﺤﺖ ﻓﺸﺎر ﺑﺎﻳﺪ دﻣﺎ ﺗﺎ ﻛﻴﻠﻮﭘﺎﺳﻜﺎل در ﻣﺪت ﻛﻮﺗﺎﻫﻲ2760 ﺳﺎﻧﺘﻴﮕﺮاد ﺑﺎ ﻓﺸﺎر . دﻗﻴﻘﻪ( اﻓﺰاﻳﺶ ﻳﺎﺑﺪ30ً)ﺗﻘﺮﻳﺒﺎ 32 Feb. 2010/ 1388 ﺑﻬﻤﻦ 7.7.3.2 Advantages for heat treatment process are as follows: IPS-E-PR-735(1) : ﻣﺰاﻳﺎي ﻓﺮآﻳﻨﺪ ﺗﺼﻔﻴﻪ ﺣﺮارﺗﻲ ﻋﺒﺎرﺗﻨﺪ از2-3-7-7 a) The solids content of the dewatered sludge can range from 30 to 50 percent, depending on the degree of oxidation achieved; ﺑﺴﺘﮕﻲ،اﻟﻒ( ﻣﺤﺘﻮﻳﺎت ﺟﺎﻣﺪ در ﻟﺠﻦ آب ﮔﻴﺮي ﺷﺪه b) The processed sludge does not normally require chemical conditioning ب ( ﻟﺠﻦ ﺗﺼﻔﻴﻪ ﺷﺪه ﻣﻌﻤﻮﻻً ﻧﻴﺎز ﺑﻪ اﺻﻼح ﺷﻴﻤﻴﺎﻳﻲ c) The process stabilizes sludge and will destroy most pathogenic organisms; ﻟﺠﻦ را ﺗﺜﺒﻴﺖ ﻧﻤﻮده و اﻏﻠﺐ ارﮔﺎﻧﻴﺴﻢ،ج ( ﺗﺼﻔﻴﻪ d) The processed sludge will have a heating value of 28 to 30 kJ/g of volatile solids; ﺗﺎ28 د ( ﻟﺠﻦ ﺗﺼﻔﻴﻪ ﺷﺪه ﻟﺠﻨﻲ داراي ارزش ﮔﺮﻣﺎﻳﻲ e) The process is relatively insensitive to changes in sludge composition. ﻫ( ﻓﺮآﻳﻨﺪ ﻣﻌﻤﻮﻻً ﺑﻪ ﺗﻐﻴﻴﺮ ﺗﺮﻛﻴﺒﺎت ﻟﺠﻦ ﺣﺴﺎس 30 ﺑﻪ درﺻﺪ اﻛﺴﻴﺪاﺳﻴﻮن اﻧﺠﺎم ﮔﺮﻓﺘﻪ ﻣﻲﺗﻮاﻧﺪ . درﺻﺪ ﺑﺎﺷﺪ50 ﺗﺎ .ﻧﺪارد .ﻫﺎي ﺑﻴﻤﺎري زا را از ﺑﻴﻦ ﺧﻮاﻫﺪ ﺑﺮد . ﺟﺎﻣﺪات ﻓﺮار ﻣﻲ ﺑﺎﺷﺪkJ/g 30 .ﻧﻤﻲﺑﺎﺷﺪ 7.7.3.3 The major disadvantages are: : ﻣﻌﺎﻳﺐ ﻋﻤﺪه ﻋﺒﺎرﺗﻨﺪ از3-3-7-7 a) High capital cost; اﻟﻒ( ﻫﺰﻳﻨﻪ ﺳﺮﻣﺎﻳﻪ ﮔﺬاري ﺑﺎﻻ؛ b) Close supervision, skilled operators and a strong preventative maintenance program are required; ﻣﺘﺼﺪﻳﺎن ﻣﺎﻫﺮ واﺣﺪ و ﻳﻚ ﺑﺮﻧﺎﻣﻪ،ب ( ﻧﻈﺎرت ﻧﺰدﻳﻚ c) The process produces sidestreams with high concentrations of organic, ammonia nitrogen and color; ج( ﻓﺮآﻳﻨﺪ ﺗﺼﻔﻴﻪ ﺟﺮﻳﺎﻧﻬﺎي ﺟﺎﻧﺒﻲ داراي ﻏﻠﻈﺖ ﺑﺎﻻﻳﻲ d) Significant odorous gases are produced that require extensive containment, treatment, and/or destruction. د ( ﮔﺎزﻫﺎي ﺑﻮدار ﻗﺎﺑﻞ ﺗﻮﺟﻬﻲ ﺗﻮﻟﻴﺪ ﻣﻴﺸﻮد ﻛﻪ ﺑﺮاي e) Scale formation in the heat exchangers, pipes and reactor requires acid washing or high pressure water jets. ﻟﻮﻟﻪﻫﺎ و،ﻫ( ﺗﻮﻟﻴﺪ رﺳﻮب در ﻣﺒﺪلﻫﺎي ﮔﺮﻣﺎﻳﻲ ﻗﻮي ﺗﻌﻤﻴﺮات ﭘﻴﺸﮕﻴﺮاﻧﻪ ﻣﻮرد ﻧﻴﺎز اﺳﺖ؛ ﻧﻴﺘﺮوژن آﻣﻮﻧﻴﺎﻛﻲ و رﻧﮓ ﻣﻲ ﺑﺎﺷﺪ؛،از ﻣﻮاد آﻟﻲ ﻳﺎ از ﺑﻴﻦ ﺑﺮدن/ دﻓﻊ زﻳﺎد آﻧﻬﺎ ﻧﻴﺎز ﺑﻪ ﺗﺼﻔﻴﻪ و .ﮔﺴﺘﺮدهاي ﻣﻲﺑﺎﺷﺪ راﻛﺘﻮرﻫﺎ ﻧﻴﺎز ﺑﻪ ﺷﺴﺘﺸﻮي اﺳﻴﺪي ﻳﺎ ﺟﺖ ﻫﺎي .ﻓﺸﺎر ﺑﺎﻻي آب دارد ﺿﺪﻋﻔﻮﻧﻲ ﻛﺮدن8-7 7.8 Disinfection 7.8.1 Disinfection refers to the partial destruction of disease-causing organisms. Disinfection is most commonly accomplished by the use of: ﺿﺪﻋﻔﻮﻧﻲ ﻛﺮدن اﺷﺎره ﺑﻪ ﺗﺨﺮﻳﺐ ﺟﺰﺋﻲ ﻣﻮﺟﻮدات1-8-7 ، ﺿﺪ ﻋﻔﻮﻧﻲ ﻛﺮدن ﺑﺎ اﺳﺘﻔﺎده از ﻋﻮاﻣﻞ زﻳﺮ.زﻧﺪه ﺑﻴﻤﺎريزا دارد :ﺑﺪﺳﺖ ﻣﻲآﻳﺪ 1) Chemical agents .( ﻋﻮاﻣﻞ ﺷﻴﻤﻴﺎﻳﻲ1 2) Physical agents .( ﻋﻮاﻣﻞ ﻓﻴﺰﻳﻜﻲ2 3) Mechanical means .( ﺗﺠﻬﻴﺰات ﻣﻜﺎﻧﻴﻜﻲ3 33 Feb. 2010/ 1388 ﺑﻬﻤﻦ 4) Radiation IPS-E-PR-735(1) .( ﺗﺎﺑﺶ4 7.8.2 the following methods may be used to achieve pathogen reduction beyond that attained by stabilization: روﺷﻬﺎي زﻳﺮ ﺑﺮاي ﻛﺎﻫﺶ ﻋﻮاﻣﻞ ﺑﻴﻤﺎريزا ﻓﺮاﺗﺮ از2-8-7 :ﺗﺜﺒﻴﺖ ﻣﻲ ﺗﻮاﻧﺪ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد a) Pasteurization; اﻟﻒ( ﭘﺎﺳﺘﻮرﻳﺰه ﻛﺮدن؛ b) Other thermal processes such as heat conditioning, heat drying, incineration, pyrolysis, or starved air combustion; ،ب( ﺳﺎﻳﺮ ﻓﺮآﻳﻨﺪﻫﺎي ﮔﺮﻣﺎﻳﻲ ﻣﺎﻧﻨﺪ ﺗﺼﻔﻴﻪ ﺣﺮارﺗﻲ c) High pH treatment, typically with lime, at a pH higher than 12.0 for three hours; ﺳﺎﻋﺖ3 ﺑﺎﻳﺪ ﺑﺮاي، ﺑﺎﻻ ﻋﻤﻮﻣﺎً ﺑﺎ آﻫﻚpH ج( ﺗﺼﻔﻴﻪ ﺑﺎ d) Long-term storage of liquid digested sludge; د ( ذﺧﻴﺮه ﻃﻮﻻﻧﻲ ﻣﺪت ﺑﺮاي ﻟﺠﻦ ﺗﺨﻤﻴﺮ ﺷﺪه ﻣﺎﻳﻊ؛ e) Complete composting at temperatures above 55°C and curing in a stockpile for at least 30 days; درﺟﻪ55 ﻫ( ﻛﻮد ﺳﺎزي ﻛﺎﻣﻞ در دﻣﺎﻫﺎي ﺑﺎﻻي f) Addition of chlorine to stabilize and disinfect sludge; و( اﺿﺎﻓﻪ ﻛﺮدن ﻛﻠﺮ ﺑﺮاي ﺗﺜﺒﻴﺖ و ﺿﺪﻋﻔﻮﻧﻲ ﻛﺮدن ﻟﺠﻦ؛ آﺗﺸﻜﺎﻓﺖ، ﺳﻮزاﻧﺪن،ﺧﺸﻚ ﻛﺮدن ﮔﺮﻣﺎﻳﻲ ﻳﺎ اﺣﺘﺮاق ﻧﺎﻗﺺ؛، ()ﭘﻴﺮوﻟﻴﺰ ﺑﺎﺷﺪ؛12 ﺑﺎﻻﺗﺮ ازpH 30 ﺳﺎﻧﺘﻴﮕﺮاد و ﻋﻤﻞ آوردن در ﻳﻚ ﺗﻮده در ﺣﺪاﻗﻞ روز ؛ g) Disinfection with other chemicals; ز ( ﺿﺪﻋﻔﻮﻧﻲ ﻛﺮدن ﺑﺎ دﻳﮕﺮ ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ؛ h) Disinfection by high-energy irradiation. .ح ( ﺿﺪﻋﻔﻮﻧﻲ ﻛﺮدن ﺑﺎ ﭘﺮﺗﻮاﻓﻜﻨﻲ ﺑﺎ اﻧﺮژي ﺑﺎﻻ 7.8.3 Storage shall be taken into consideration in land application systems to retain sludge during periods when it cannot be applied because of whether or crop considerations. Because of the potential contamination effects of the stored sludge, special attention must be devoted to the design of these lagoons with respect to limiting percolation and the development of odors. ذﺧﻴﺮه ﺳﺎزي در ﺳﺎﻣﺎﻧﻪﻫﺎي ﻛﺎرﺑﺮد زﻣﻴﻨﻲ ﺑﺮاي3-8-7 ذﺧﻴﺮه در دوره زﻣﺎﻧﻲ ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد ﺑﻪ ﻏﻴﺮ از ﻣﻮاﻗﻌﻲ ﻛﻪ ﺑﻌﻠﺖ ﺷﺮاﻳﻂ آب و ﻫﻮا و ﻣﻼﺣﻈﺎت دﻳﮕﺮ ﻧﺘﻮان از ﺑﻪ دﻟﻴﻞ ﺗﺄﺛﻴﺮات آﻟﻮدﮔﻲ.زﻣﻴﻦ ﺑﺮاي ذﺧﻴﺮه ﻟﺠﻦ اﺳﺘﻔﺎده ﻛﺮد ﻟﺠﻦ ذﺧﻴﺮه ﺷﺪه در ﻃﺮاﺣﻲ ﺣﻮﺿﭽﻪ اي ﺳﻄﺤﻲ ﺑﺮاي ﻣﺤﺪود .ﻛﺮدن ﻓﺮورﻓﺖ و ﺗﻮﻟﻴﺪ ﺑﻮ ﺑﺎﻳﺪ ﺗﻮﺟﻪ وﻳﮋهاي ﺑﻪ ﻋﻤﻞ آﻳﺪ آﺑﮕﻴﺮي9-7 7.9 Dewatering 7.9.1 Application ﻛﺎرﺑﺮدﻫﺎ1-9-7 آﺑﮕﻴﺮي ﻳﻚ ﻓﺮآﻳﻨﺪ ﻣﻜﺎﻧﻴﻜﻲ )ﻓﻴﺰﻳﻜﻲ( اﺳﺖ ﻛﻪ ﺑﺮاي ﻛﺎﻫﺶ ﻣﻘﺪار رﻃﻮﺑﺖ ﻟﺠﻦ ﺑﺮاي ﻳﻚ ﻳﺎ ﭼﻨﺪ دﻟﻴﻞ زﻳﺮ ﺑﻜﺎر ﺑﺮده :ﻣﻴﺸﻮد Dewatering is a mechanical (physical) Unit operation used to reduce moisture content of sludge for one or more of the following reasons: a) The costs for trucking sludge to the ultimate disposal site become substantially lower when sludge volume is reduced by dewatering. اﻟﻒ( ﻫﺰﻳﻨﻪ ﻫﺎي ﺣﻤﻞ و ﻧﻘﻞ ﺑﺎ ﻛﺎﻣﻴﻮن ﺑﻪ ﻣﺤﻞ دﻓﻊ ﻧﻬﺎﻳﻲ ﻟﺠﻦ ﺑﻪ ﺟﻬﺖ ﻛﺎﻫﺶ ﺣﺠﻢ ﻟﺠﻦ ﺑﻌﻠﺖ .آﺑﮕﻴﺮي ﻛﺎﻫﺶ ﻣﻲ ﻳﺎﺑﺪ b) Dewatered sludge is generally easier to handle than thickened or liquid sludge. In most cases, dewatered sludge may be shoveled, moved about with tractors ب( ﻟﺠﻦ آﺑﮕﻴﺮي ﺷﺪه ﺧﻴﻠﻲ ﺑﻬﺘﺮ از ﻟﺠﻦ ﻏﻠﻴﻆ ﺷﺪه ﻳﺎ در اﻏﻠﺐ ﻣﻮارد ﻟﺠﻦ آﺑﮕﻴﺮي.آﺑﺪار ﺣﻤﻞ ﻣﻲ ﺷﻮد ﺗﻮﺳﻂ ﺗﺮاﻛﺘﻮر داراي،ﺷﺪه ﺑﺎ ﺑﻴﻞ ﺑﺮداﺷﺘﻪ ﺷﺪه 34 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) fitted with buckets and blades, and transported by belt conveyors. .ﺑﻴﻞ و ﺗﻴﻐﻪ ﺟﺎﺑﺠﺎ ﺷﺪه و ﺑﺎ ﺗﺴﻤﻪ ﻧﻘﺎﻟﻪ اﻧﺘﻘﺎل ﻳﺎﺑﺪ Dewatering is required normally prior to the incineration of the sludge to increase the energy content by removal of excess moisture. آﺑﮕﻴﺮي از ﻟﺠﻦ ﺑﺮاي،ج( ﻋﻤﻮﻣﺎً ﻗﺒﻞ از ﻋﻤﻠﻴﺎت ﺳﻮزاﻧﺪن d) Dewatering is required before composting to reduce the requirements for supplemental bulking agents or amendments. ﺑﺮاي ﻛﺎﻫﺶ ﻣﻘﺎدﻳﺮ ﻻزم ﻣﻜﻤﻞ،د( آﺑﮕﻴﺮي ﻗﺒﻞ از ﻛﻮدﺳﺎزي c) e) f) اﻓﺰاﻳﺶ اﻧﺮژي ﻟﺠﻦ در اﺛﺮ ﺣﺬف رﻃﻮﺑﺖ اﺿﺎﻓﻲ .اﻧﺠﺎم ﻣﻲ ﺷﻮد ﻻزم،ﻫﺎي ﻋﻮاﻣﻞ اﻓﺰاﻳﺶ ﺣﺠﻢ ﻳﺎ اﺻﻼحﻛﻨﻨﺪهﻫﺎ .ﻣﻲﺑﺎﺷﺪ In some cases, removal of the excess moisture may be required to render the sludge odorless and nonputrescible. ﻫ ( در ﺑﻌﻀﻲ از ﻣﻮارد ﺣﺬف رﻃﻮﺑﺖ اﺿﺎﻓﻲ ﻣﻤﻜﻦ اﺳﺖ Sludge dewatering is required prior to landfilling in monofills to reduce leachate production at the landfill site. ﻗﺒﻞ از دﻓﻦ در زﻣﻴﻦ ﺑﺮاي ﻛﺎﻫﺶ ﺗﻮﻟﻴﺪ،و ( آﺑﮕﻴﺮي از ﻟﺠﻦ .ﺑﺮاي ﺑﻲ ﺑﻮ ﻛﺮدن ﻟﺠﻦ و ﻛﺎﻫﺶ ﺗﻌﻔﻦﻫﺎ ﻧﻴﺎز ﺑﺎﺷﺪ . در ﻣﺤﻞ دﻓﻦ ﻧﻴﺎز اﺳﺖ،آب ﻓﺮورﻓﺖ روشﻫﺎي آﺑﮕﻴﺮي از ﻟﺠﻦ2-9-7 7.9.2 Sludge dewatering methods The dewatering methods and their advantages and disadvantages are presented in Table 6(for more detail refer to Waste water Engineering Treatment and Reuse). ﺑﻴﺎن ﺷﺪهاﻧﺪ6 روﺷﻬﺎ و ﻣﻌﺎﻳﺐ و ﻣﺰاﻳﺎي آﺑﮕﻴﺮي درﺟﺪول )ﺑﺮاي ﺟﺰﻳﻴﺎت ﺑﻴﺸﺘﺮ ﺑﻪ "ﻣﻬﻨﺪﺳﻲ ﺗﺼﻔﻴﻪ و ﺑﺎز اﺳﺘﻔﺎده .(ﭘﺴﺎب" ﻣﺮاﺟﻌﻪ ﮔﺮدد 35 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE 6 - COMPARISON OF ALTERNATIVE SLUDGE-DEWATERING METHODS ﻣﻘﺎﻳﺴﻪ روﺷﻬﺎي ﺟﺎﻳﮕﺰﻳﻦ آﺑﮕﻴﺮي ﻟﺠﻦ-6 ﺟﺪول DEWATERING METHOD ADVANTAGES DISADVANTAGES ﻣﺰاﻳﺎ ﻣﻌﺎﻳﺐ روش آﺑﮕﻴﺮي Clean appearance, minimal odor problems, fast startup and shutdown capabilities Scroll wear- potentially a high maintenance problem ﻗﺎﺑﻠﻴﺖﻫﺎي راه اﻧﺪازي و، ﺣﺪاﻗﻞ ﻣﺸﻜﻼت ﺑﻮ،ﻇﺎﻫﺮ ﺗﻤﻴﺰ ﺗﻮﻗﻒ ﺳﺮﻳﻊ Solid bowl centrifuge High installed capacity to building area ratio ﻧﺴﺒﺖ ﺑﺎﻻي ﻇﺮﻓﻴﺖ ﻧﺼﺐ ﺷﺪه ﺑﻪ ﻓﻀﺎي ﺳﺎﺧﺘﻤﺎن ﻣﺸﻜﻞ ﺑﺰرگ ﺗﻌﻤﻴﺮاﺗﻲ ﺑﺎﻟﻘﻮه-ﺳﺎﻳﻴﺪﮔﻲ ﻟﻐﺰﺷﻲ Requires grit removal and possible a sludge grinder in the feed stream ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﻣﺤﻔﻈﻪ اي ﺑﺮاي ﺟﺎﻣﺪات .ﻧﻴﺎزﻣﻨﺪي ﺣﺬف ﺷﻦ و اﺣﺘﻤﺎﻻً ﺧﺮدﻛﻦ ﻟﺠﻦ در ﺟﺮﻳﺎن ﺧﻮراك Skilled maintenance personnel required Produces relatively dry sludge cake ﻛﻴﻚ ﻟﺠﻦ ﻧﺴﺒﺘﺎً ﺧﺸﻚ ﺗﻮﻟﻴﺪ ﻣﻲ ﻛﻨﺪ ﻧﻴﺎزﻣﻨﺪ اﻓﺮاد ﻣﺎﻫﺮ ﺗﻌﻤﻴﺮات Moderately high suspended-solids content in centrate Low capital cost-to-capacity ratio ﻧﺴﺒﺖ ﻛﻢ ﻫﺰﻳﻨﻪ ﺑﻪ ﻇﺮﻓﻴﺖ ﺑﻄﻮر ﻣﺘﻮﺳﻂ داراي ﺟﺎﻣﺪات ﻣﻌﻠﻖ زﻳﺎد در ﻣﺎﻳﻊ ﺑﻴﺮون رﻳﺰ For most sludges, produces lowest cake solids concentration Not affected by grit ﺑﻲ ﺗﺄﺛﻴﺮ از ﺷﻦ Excellent results for difficult sludges ﻛﻤﺘﺮﻳﻦ ﻏﻠﻈﺖ ﺟﺎﻣﺪات ﻛﻴﻚ ﺗﻮﻟﻴﺪ ﻣﻲﺷﻮد،ﺑﺮاي اﻛﺜﺮ ﻟﺠﻦﻫﺎ Vibration ﻧﺘﺎﻳﺞ ﺑﺴﻴﺎر ﻋﺎﻟﻲ ﺑﺮاي ﻟﺠﻦ ﻫﺎي ﺳﺨﺖ Belt filter press Low energy requirements ﺻﺎﻓﻲ ﻓﺸﺎري ﺗﺴﻤﻪاي ﻟﺮزش Hydraulically limited in throughput ﻧﻴﺎز ﺑﻪ اﻧﺮژي ﻛﻢ ﻣﺤﺪودﻳﺖ ﻫﻴﺪروﻟﻴﻜﻲ ﺧﻮراك Requires sludge grinder in feed stream Relatively low capital and operating costs ﻫﺰﻳﻨﻪ ﺳﺮﻣﺎﻳﻪ ﮔﺬاري و ﻋﻤﻠﻴﺎﺗﻲ ﻧﺴﺒﺘﺎً ﻛﻢ Less complex mechanically and easier to maintain ﻧﻴﺎز ﺑﻪ ﺧﺮدﻛﻦ ﻟﺠﻦ در ﺟﺮﻳﺎن ﺧﻮراك Very sensitive to incoming sludge feed characteristics ﺑﺴﻴﺎر ﺣﺴﺎس ﻧﺴﺒﺖ ﺑﻪ ﻣﺸﺨﺼﺎت ﻟﺠﻦ ﺧﻮراك ﭘﻴﭽﻴﺪﮔﻲ ﻣﻜﺎﻧﻴﻜﻲ ﻛﻢ و ﻧﮕﻬﺪاري آﺳﺎن High-pressure machines are capable of producing very dry cake Short media life as compared to other devices using cloth media دﺳﺘﮕﺎهﻫﺎي ﺑﺎ ﻓﺸﺎر ﺑﺎﻻ ﻗﺎﺑﻠﻴﺖ ﺗﻮﻟﻴﺪ ﻛﻴﻚ ﺧﻴﻠﻲ ﺧﺸﻚ را دارﻧﺪ ﻋﻤﺮ ﻛﻮﺗﺎه ﻋﺎﻣﻞ ﺻﺎﻓﻲ ﻧﺴﺒﺖ ﺑﻪ وﺳﺎﻳﻞ دﻳﮕﺮ ﻛﻪ از ﻋﺎﻣﻞ ﭘﺎرﭼﻪاي اﺳﺘﻔﺎده ﻣﻲ ﻛﻨﻨﺪ Minimal effort required for system shutdown Automatic operation generally not advised ﺣﺪاﻗﻞ ﺗﻼش ﻣﻮرد ﻧﻴﺎز ﺑﺮاي ﺗﻮﻗﻒ ﺳﺎﻣﺎﻧﻪ Recessed plate filter press Highest cake solids concentration ﻋﻤﻠﻴﺎت ﺧﻮدﻛﺎر ﻋﻤﻮﻣﺎً ﺗﻮﺻﻴﻪ ﻧﻤﻴﺸﻮد Batch operation ﺑﺎﻻﺗﺮﻳﻦ ﻏﻠﻈﺖ ﻛﻴﻚ ﺟﺎﻣﺪات ﻋﻤﻠﻴﺎت ﻧﺎﭘﻴﻮﺳﺘﻪ ﺻﺎﻓﻲ ﻓﺸﺎري از ﻧﻮع ﺻﻔﺤﺎت ﺗﻮرﻓﺘﻪ Low suspended solids in filtrate High equipment cost high labor cost ﺟﺎﻣﺪات ﻣﻌﻠﻖ ﻛﻢ در ﻣﺎﻳﻊ ﺻﺎف ﺷﺪه ﻫﺰﻳﻨﻪ ﺑﺎﻻي ﺗﺠﻬﻴﺰات و ﻛﺎرﮔﺮ Special support structure requirements اﻟﺰاﻣﺎت ﺧﺎص ﻧﮕﻬﺪارﻧﺪه ﻫﺎي ﺳﺎزه (to be continued) ()اداﻣﻪ دارد 36 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE 6 (continued) ( )اداﻣﻪ-6 ﺟﺪول DEWATERING METHOD روش آﺑﮕﻴﺮي ADVANTAGES DISADVANTAGES ﻣﺰاﻳﺎ ﻣﻌﺎﻳﺐ Large floor area required for equipment ﺳﻄﺢ ﺑﺰرگ ﺑﺮاي ﺗﺠﻬﻴﺰات ﻻزم اﺳﺖ Skilled maintenance personnel required ﺑﺮاي ﺗﻌﻤﻴﺮات اﻓﺮاد ﻣﺎﻫﺮ ﻻزم اﺳﺖ Additional solids due to large chemical addition require disposal .ﺑﻌﻠﺖ اﺿﺎﻓﻪ ﻛﺮدن زﻳﺎد ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ ﺟﺎﻣﺪات زﻳﺎدي ﻻزم اﺳﺖ دﻓﻊ ﺷﻮﻧﺪ Sludge drying beds Lowest capital cost method where land is readily available Requires large area of land ﺑﺴﺘﺮ ﻫﺎي ﺧﺸﻚ ﻛﺮدن ﻟﺠﻦ روش ﺑﺎ ﻛﻤﺘﺮﻳﻦ ﻫﺰﻳﻨﻪ ﺳﺮﻣﺎﻳﻪ ﮔﺬاري در ﺻﻮرت ﻣﻮﺟﻮد ﺑﻮدن زﻣﻴﻦ ﻧﻴﺎزﻣﻨﺪ ﺑﻪ زﻣﻴﻦ ﺑﺎ ﻣﺴﺎﺣﺖ زﻳﺎد Small amount of operator attention and skill required Requires stabilized sludge ﻧﻴﺎزﻣﻨﺪ ﺑﻪ ﻟﺠﻦ ﺗﺜﺒﻴﺖ ﺷﺪه ﺗﻮﺟﻪ و ﻣﻬﺎرت ﻛﻤﻲ از ﻣﺘﺼﺪي واﺣﺪ ﻧﻴﺎز اﺳﺖ Design requires consideration of climatic effects Low energy consumption ﻣﺼﺮف ﻛﻢ اﻧﺮژي در ﻧﻈﺮ ﮔﺮﻓﺘﻦ ﺗﺄﺛﻴﺮات آب ﻫﻮاﻳﻲ ﺑﺮاي ﻃﺮاﺣﻲ ﻻزم اﺳﺖ Sludge removal is labor intensive Low to no chemical consumption ﺑﺪون ﻣﺼﺮف ﻳﺎ ﻣﺼﺮف ﻛﻢ ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ دﻓﻊ ﻟﺠﻦ ﻛﺎرﮔﺮ ﺑﺮ اﺳﺖ Less sensitive to sludge variability ﺣﺴﺎﺳﻴﺖ ﻛﻢ ﻧﺴﺒﺖ ﺑﻪ ﺗﻐﻴﻴﺮات ﻟﺠﻦ Higher solids content than mechanical methods ﻣﺤﺘﻮﻳﺎت ﺟﺎﻣﺪ ﺑﻴﺸﺘﺮ ﻧﺴﺒﺖ ﺑﻪ روشﻫﺎي ﻣﻜﺎﻧﻴﻜﻲ Sludge lagoons Low energy consumption ﺣﻮﺿﭽﻪ ﻫﺎي ﻟﺠﻦ Potential for odor and vector problems ﻣﺼﺮف ﭘﺎﻳﻴﻦ اﻧﺮژي No chemical consumption ﻗﺎﺑﻠﻴﺖ ﺑﺮاي ﺗﻮﻟﻴﺪ ﺑﻮ و ﻣﺸﻜﻼت اﻧﺘﻘﺎل ﺑﻴﻤﺎري Potential for groundwater pollution ﻋﺪم ﻣﺼﺮف ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ Organic matter is further stabilized ﺗﻮان ﺑﺎﻟﻘﻮه ﺑﺮاي آﻟﻮدﮔﻲ ﻫﺎي آﺑﻬﺎي ﺳﻄﺤﻲ More land intensive than mechanical methods ﻣﻮاد آﻟﻲ ﺑﻴﺸﺘﺮ ﺗﺜﺒﻴﺖ ﻣﻴﺸﻮﻧﺪ ﻧﻴﺎزﻣﻨﺪي ﺑﻪ زﻣﻴﻨﻬﺎي ﻣﺘﻤﺮﻛﺰ ﻧﺴﺒﺖ ﺑﻪ روﺷﻬﺎي ﻣﻜﺎﻧﻴﻜﻲ ﺑﻴﺸﺘﺮ اﺳﺖ Appearance may be unsightly Low capital cost where land is available زﻣﺎﻧﻲ ﻛﻪ زﻣﻴﻦ ﻣﻮﺟﻮد اﺳﺖ ﻫﺰﻳﻨﻪ ﺳﺮﻣﺎﻳﻪ ﮔﺬاري ﻛﻢ اﺳﺖ ﻣﻤﻜﻦ اﺳﺖ ﻇﺎﻫﺮ ﻧﺎﺧﻮﺷﺎﻳﻨﺪ داﺷﺘﻪ ﺑﺎﺷﺪ Design requires consideration of climatic effects Least amount of skill required for operation ﻛﻤﺘﺮﻳﻦ ﻣﻬﺎرت ﺑﺮاي ﻋﻤﻠﻴﺎت ﻣﻮرد ﻧﻴﺎز اﺳﺖ The dewatering device shall be determined by the type of sludge to be dewatered, characteristics of the dewatered product, and the space available. Some sludges particularly aerobically digested sludges, are not amenable to mechanical dewatering. Selection of optimum dewatering device shall be made with conducting bench scale or pilot studies. در ﻧﻈﺮ ﮔﺮﻓﺘﻦ ﺗﺎﺛﻴﺮات آب و ﻫﻮا ﺑﺮاي ﻃﺮاﺣﻲ ﻻزم اﺳﺖ ﺗﺠﻬﻴﺰات آﺑﮕﻴﺮي ﺑﺎﻳﺪ ﺑﺮ اﺳﺎس ﻧﻮع ﻟﺠﻨﻲ ﻛﻪ ﻧﻴﺎز ﺑﻪ آﺑﮕﻴﺮي دارد ﺧﻮاص ﻣﺤﺼﻮل آﺑﮕﻴﺮي ﺷﺪه و ﻓﻀﺎي در دﺳﺘﺮس ﺑﻌﻀﻲ از ﻟﺠﻦﻫﺎ ﺑﺨﺼﻮص ﻟﺠﻦﻫﺎي ﻧﻮع ﺗﺨﻤﻴﺮ.ﻣﺸﺨﺺ ﺷﻮﻧﺪ اﻧﺘﺨﺎب دﺳﺘﮕﺎه.ﻫﻮاﻳﻲ ﺑﻪ آﺑﮕﻴﺮي ﻣﻜﺎﻧﻴﻜﻲ ﻣﺘﻤﺎﻳﻞ ﻧﻴﺴﺘﻨﺪ ﺑﻬﻴﻨﻪ آﺑﮕﻴﺮي ﺑﺎﻳﺪ ﺑﺎ اﻧﺠﺎم ﻣﻄﺎﻟﻌﺎت آزﻣﺎﻳﺸﮕﺎﻫﻲ ﻳﺎ واﺣﺪ ﻧﻴﻤﻪ .ﺻﻨﻌﺘﻲ اﻧﺠﺎم ﮔﻴﺮد 37 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) ﺻﺎف ﻛﺮدن ﺑﺎ ﺧﻼء3-9-7 7.9.3 Vacuum filteration 7.9.3.1 The solids content of the feed shall be 6 to 8 percent. Higher solids contents make the sludge difficult to distribute and to condition for dewatering; lower solids contents require the use of larger than necessary vacuum filters. 8 ﺗﺎ6 ﻣﺤﺘﻮي ﺟﺎﻣﺪات ﺧﻮراك ﺑﺎﻳﺪ در ﺣﺪود1-3-9-7 ﺑﻴﺸﺘﺮ ﺑﻮدن درﺻﺪ ﺟﺎﻣﺪات ﻣﺸﻜﻼﺗﻲ را ﺑﺮاي.درﺻﺪ ﺑﺎﺷﺪ .ﺗﻮزﻳﻊ ﻣﻨﺎﺳﺐ و آﻣﺎده ﺳﺎزي ﻟﺠﻦ ﺑﺮاي آﺑﮕﻴﺮي اﻳﺠﺎد ﻣﻴﻜﻨﺪ ﻛﻢ ﺑﻮدن ﻣﺤﺘﻮي ﻛﻢ ﺟﺎﻣﺪات ﻧﻴﺎز ﺑﻪ اﺳﺘﻔﺎده از ﻓﻴﻠﺘﺮﻫﺎي ﺧﻼ .ﺑﺎ اﻧﺪازه ﺑﺰرﮔﺘﺮ از ﻻزم دارد 7.9.3.2 In addition to the disadvantages listed in Table 6 the following factors shall also be taken into consideration for selection of this type of dewatering equipment: ﺑﺎﻳﺪ ﻧﻜﺎت6 ﻋﻼوه ﺑﺮ ﻣﻌﺎﻳﺐ ذﻛﺮ ﺷﺪه در ﺟﺪول2-3-9-7 زﻳﺮ را ﻧﻴﺰ در ﻣﻮرد اﻧﺘﺨﺎب اﻳﻦ ﻧﻮع ﺗﺠﻬﻴﺰات آﺑﮕﻴﺮي در ﻧﻈﺮ :ﮔﺮﻓﺖ a) System complexity; اﻟﻒ( ﭘﻴﭽﻴﺪﮔﻲ ﺳﺎﻣﺎﻧﻪ؛ b) Need for conditioning chemicals; ب ( ﻧﻴﺎزﻣﻨﺪي ﺑﻪ اﺻﻼح ﺷﻴﻤﻴﺎﻳﻲ؛ c) High operating and maintenance costs. ج ( ﻫﺰﻳﻨﻪ ﻫﺎي ﺑﺎﻻ ﺑﺮاي ﻋﻤﻠﻴﺎت و ﺗﻌﻤﻴﺮات؛ ﮔﺮﻳﺰ از ﻣﺮﻛﺰ4-9-7 7.9.4 Centrifugation 7.9.4.1 Centrifugation process is widely used in the industry for separating liquids of different density, thickening slurries, or removing solids. ﻓﺮآﻳﻨﺪ ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﺑﺮاي ﺟﺪاﻛﺮدن ﻣﺎﻳﻌﺎت ﺑﺎ1-4-9-7 ﺗﻐﻠﻴﻆ دوﻏﺎبﻫﺎ ﻳﺎ ﺣﺬف ﺟﺎﻣﺪات ﺑﻪ ﻃﻮر،ﭼﮕﺎﻟﻲ ﻣﺨﺘﻠﻒ .وﺳﻴﻊ در ﺻﻨﻌﺖ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﻣﻴﮕﻴﺮد 7.9.4.2 Disposal of centrate to waste water influent should be avoided. از دﻓﻊ درون رﻳﺰ ﺑﻪ ورودي ﭘﺴﺎب ﺑﺎﻳﺪ ﺟﻠﻮﮔﻴﺮي2-4-9-7 7.9.4.3 Before final design decision making, pilot plant tests should be run. آزﻣﺎﻳﺸﺎت ﻧﻴﻤﻪ، ﻗﺒﻞ از ﺗﺼﻤﻴﻢ ﻃﺮاﺣﻲ ﻧﻬﺎﻳﻲ3-4-9-7 7.9.4.4 Special consideration must be given to providing sturdy foundations and sound-proofing because of the vibration and noise that result from centrifuge operation. ﺑﺎﻳﺪ ﺗﻮﺟﻪ وﻳﮋهاي ﺑﺮاي ﺗﻬﻴﻪ ﭘﺎﻳﻪ ﻫﺎي ﻣﺤﻜﻢ و4-4-9-7 .ﻛﺮد .ﺻﻨﻌﺘﻲ در ﻛﺎرﺧﺎﻧﻪ ﺑﺎﻳﺴﺘﻲ اﻧﺠﺎم ﮔﻴﺮد ﻋﺎﻳﻖ ﻫﺎي ﺻﺪاﻳﻲ داﺷﺖ ﭼﻮن ﻋﻤﻠﻴﺎت ﮔﺮﻳﺰ از ﻣﺮﻛﺰ داراي .ﺻﺪا و ﻟﺮزش اﺳﺖ ﺻﺎﻓﻲ ﻓﺸﺎري ﺗﺴﻤﻪ اي5-9-7 7.9.5 Belt filter press 7.9.5.1 Belt filter presses are continuous-feed sludge dewatering devices that involve the application of chemical conditioning, gravity drainage, and mechanically applied pressure to dewater sludge. Belt filter presses can be applied to all types of waste water sludge. ﺻﺎﻓﻲ ﻓﺸﺎري ﺗﺴﻤﻪاي ﺗﺠﻬﻴﺰات ﭘﻴﻮﺳﺘﻪ آﺑﮕﻴﺮي1-5-9-7 7.9.5.2 Sludge blending facilities should be included in the system design where the sludge characteristics are likely to vary widely. ﭼﻨﺎﻧﭽﻪ ﺧﻮاص ﻟﺠﻦ ﺧﻴﻠﻲ ﺗﻐﻴﻴﺮ ﻧﻤﺎﻳﺪ ﺗﺠﻬﻴﺰات2-5-9-7 7.9.5.3 Safety considerations in design should include adequate ventilation to remove hydrogen sulfide or other gases and equipment guards to ﻣﻼﺣﻈﺎت اﻳﻤﻨﻲ در ﻃﺮاﺣﻲ ﺑﺎﻳﺴﺘﻲ ﺷﺎﻣﻞ ﺗﻬﻮﻳﻪ3-5-9-7 ،از ﺧﻮراك ﻟﺠﻦ ﻫﺴﺘﻨﺪ ﻛﻪ ﺷﺎﻣﻞ ﺑﺮﻧﺎﻣﻪﻫﺎي اﺻﻼح ﺷﻴﻤﻴﺎﻳﻲ ﺗﺨﻠﻴﻪ ﮔﺮاﻧﺸﻲ و ﻛﺎرﺑﺮد ﻣﻜﺎﻧﻴﻜﻲ ﻓﺸﺎر ﺑﺮاي آﺑﮕﻴﺮي از ﻟﺠﻦ ﺻﺎﻓﻲ ﻓﺸﺎري ﺗﺴﻤﻪاي ﺑﺮاي ﺗﻤﺎﻣﻲ اﻧﻮاع ﻟﺠﻦ ﭘﺴﺎب.اﺳﺖ .ﻣﻴﺘﻮاﻧﺪ ﻣﻮرد اﺳﺘﻔﺎده ﺑﺎﺷﺪ .ﻣﺨﻠﻮط ﻛﺮدن ﻟﺠﻦ ﺑﺎﻳﺴﺘﻲ در ﺳﺎﻣﺎﻧﻪ ﻃﺮاﺣﻲ ﻣﻮﺟﻮد ﺑﺎﺷﻨﺪ ،ﻛﺎﻓﻲ ﺑﺮاي دﻓﻊ ﮔﺎزﻫﺎي ﺳﻮﻟﻔﻴﺪ ﻫﻴﺪروژن ﻳﺎ ﮔﺎزﻫﺎي دﻳﮕﺮ در ﻧﻈﺮ ﮔﺮﻓﺘﻦ ﻣﺤﺎﻓﻆ ﻫﺎي ﺗﺠﻬﻴﺰات ﺟﻬﺖ اﺟﺘﻨﺎب از ﻋﺒﻮر 38 Feb. 2010/ 1388 ﺑﻬﻤﻦ prevent loose clothing from being caught between the rollers. IPS-E-PR-735(1) ﻛﺮدن ﭘﺎرﭼﻪﻫﺎي ﺳﺴﺖ و ﮔﻴﺮ ﻛﺮدن در ﻏﻠﻄﻚ ﻫﺎ و اﻳﺠﺎد . ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد،ﻣﺸﻜﻞ ﺻﺎﻓﻲ ﻫﺎي ﻓﺸﺎري6-9-7 7.9.6 Filter presses 7.9.6.1 In a filter press, dewatering is achieved by forcing the water from the sludge under high pressure. Advantages of this dewatering equipment include: آبﮔﻴﺮي از ﻟﺠﻦ ﺑﺎ ﻓﺸﺎر ﺑﺮ، در ﻳﻚ ﺻﺎﻓﻲ ﻓﺸﺎري1-6-9-7 آب در ﻟﺠﻦ اﻧﺠﺎم ﻣﻴﭙﺬﻳﺮد ﻣﺰاﻳﺎي اﻳﻦ ﺗﺠﻬﻴﺰات آﺑﮕﻴﺮي :ﻋﺒﺎرت اﺳﺖ از a) High concentrations of cake solids; اﻟﻒ( ﻏﻠﻈﺖ ﺑﺎﻻي ﻛﻴﻚ ﺟﺎﻣﺪات؛ b) Filterate clarity; ب ( زﻻل ﺑﻮدن ﻣﺎﻳﻊ ﺻﺎف ﺷﺪه؛ c) High solids capture. ج ( ﮔﺮﻓﺘﻦ ﺟﺎﻣﺪات زﻳﺎدي؛ Disadvantages include: :ﻣﻌﺎﻳﺐ ﻋﺒﺎرﺗﻨﺪ از a) Mechanical complexity; اﻟﻒ(ﭘﻴﭽﻴﺪﮔﻲ ﻣﻜﺎﻧﻴﻜﻲ؛ b) High chemical costs; ب ( ﻫﺰﻳﻨﻪ ﻫﺎي ﺑﺎﻻي ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ؛ c) High labor costs; and ،ج ( ﻫﺰﻳﻨﻪ ﻫﺎي ﺑﺎﻻي ﻛﺎرﮔﺮي d) Limitations on filter cloth life. .د ( ﻣﺤﺪودﻳﺖ ﻫﺎي ﻃﻮل ﻋﻤﺮ ﻗﺴﻤﺖ ﭘﺎرﭼﻪاي ﺻﺎﻓﻲ 7.9.6.2 The following filter press types are preferred: : اﻧﻮاع ﻓﻴﻠﺘﺮ ﻓﺸﺎري زﻳﺮ ﺗﺮﺟﻴﺢ داده ﻣﻴﺸﻮﻧﺪ2-6-9-7 a) Fixed-volume, recessed plate filter press. . ﺻﻔﺤﻪﮔﻮد ﺑﺮاي ﺻﻔﺤﻪ ﺻﺎﻓﻲ ﻓﺸﺎري،اﻟﻒ( ﺣﺠﻢ ﺛﺎﺑﺖ b) Variable-volume, recessed plate filter press (diaphragm press). ﺻﻔﺤﻪ ﮔﻮد ﺑﺮاي ﺻﺎﻓﻲ ﻓﺸﺎري )ﻓﺸﺎر،ب( ﺣﺠﻢ ﻣﺘﻐﻴﺮ .(دﻳﺎﻓﺮاﮔﻤﻲ 7.9.6.3 The following features shall be considered in the design of a filter press facilities: ﻋﻮاﻣﻞ زﻳﺮ ﺑﺎﻳﺪ در ﻃﺮاﺣﻲ ﺗﺎﺳﻴﺴﺎت ﺻﺎﻓﻲ3-6-9-7 :ﻓﺸﺎري ﻣﺪ ﻧﻈﺮ ﺑﺎﺷﺪ a) Adequate ventilation in the dewatering room. .اﻟﻒ( ﺗﻬﻮﻳﻪ ﻛﺎﻓﻲ در اﺗﺎق آﺑﮕﻴﺮي b) High-pressure washing systems. .ب ( ﺳﺎﻣﺎﻧﻪﻫﺎي ﺷﺴﺘﺸﻮي ﻓﺸﺎر ﺑﺎﻻ c) An acid wash circulating system to remove calcium scale when lime is used. ج ( اﺳﺘﻔﺎده از ﺳﺎﻣﺎﻧﻪ ﭼﺮﺧﺸﻲ ﺷﺴﺘﺸﻮي اﺳﻴﺪي ﺑﺮاي d) A sludge grinder conditioning tank. the .د ( ﻳﻚ آﺳﻴﺎب ﻛﻦ ﻟﺠﻦ در ﻗﺴﻤﺖ ﺑﺎﻻي ﻣﺨﺎزن اﺻﻼح e) Cake breakers or shredders following the filter press (particularly if the dewatered sludge is incinerated). ﻫ( ﺷﻜﻨﻨﺪه ﻳﺎ ﺧﺮدﻛﻨﻨﺪه ﻛﻴﻚ ﺑﻌﺪ از ﺻﺎﻓﻲ ﻓﺸﺎري ahead of .دﻓﻊ رﺳﻮﺑﺎت ﻛﻠﺴﻴﻢ در ﻫﻨﮕﺎم اﺳﺘﻔﺎده از آﻫﻚ ()ﺑﺨﺼﻮص اﮔﺮ ﻟﺠﻦ آﺑﮕﻴﺮ ﺷﺪه ﺳﻮزاﻧﺪه ﻣﻴﺸﻮد 39 Feb. 2010/ 1388 ﺑﻬﻤﻦ f) Equipment to facilitate removal and maintenance of the plates. IPS-E-PR-735(1) .و ( ﺗﺠﻬﻴﺰات ﺑﺮاي ﺗﺴﻬﻴﻞ ﺣﺬف و ﺗﻌﻤﻴﺮات ﺻﻔﺤﺎت ﺑﺴﺘﺮﻫﺎي ﺧﺸﻚ ﻛﻨﻨﺪه ﻟﺠﻦ7-9-7 7.9.7 Sludge drying beds 7.9.7.1 Sludge drying beds are typically used to dewater digested sludge. After drying, the sludge is removed and either disposed of in a landfill or used as a soil conditioner. The principal advantages of drying beds are low cost, infrequent attention required, and high solids content in the dried product. ﻣﻌﻤﻮﻻً اﻳﻦ ﺑﺴﺘﺮﻫﺎ ﺑﺮاي آﺑﮕﻴﺮي از ﻟﺠﻦﻫﺎي1-7-9-7 7.9.7.2 The following types of drying beds may be used. The conventional sand drying beds is preferred: اﻧﻮاع ﺑﺴﺘﺮﻫﺎي ﺧﺸﻚ ﻛﻨﻨﺪه زﻳﺮ ﻣﻤﻜﻦ اﺳﺖ2-7-9-7 ، ﺑﻌﺪ از ﺧﺸﻚ ﻛﺮدن.ﺗﺨﻤﻴﺮ ﺷﺪه ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﻣﻴﮕﻴﺮد ﻟﺠﻦ ﺑﺮداﺷﺘﻪ ﺷﺪه و ﻳﺎ در زﻣﻴﻦ دﻓﻦ ﻣﻲﺷﻮد ﻳﺎ ﺑﻌﻨﻮان ﻣﺰاﻳﺎي اﺻﻠﻲ ﺑﺴﺘﺮﻫﺎي.اﺻﻼح ﻛﻨﻨﺪه ﺧﺎك اﺳﺘﻔﺎده ﻣﻲﺷﻮد ﺗﻮﺟﻪ ﻛﻢ و وﺟﻮد ﺟﺎﻣﺪات زﻳﺎد در، ﻫﺰﻳﻨﻪ ﻛﻢ،ﺧﺸﻚ ﻛﻨﻨﺪه .ﻣﺤﺼﻮل ﺧﺸﻚ در اﻳﻦ روش اﺳﺖ ﺑﺴﺘﺮ ﺧﺸﻚﻛﻨﻨﺪه ﺷﻨﻲ ﻣﺘﺪاول ﺗﺮﺟﻴﺢ.ﻣﻮرد اﺳﺘﻔﺎده ﺑﺎﺷﺪ :داده ﻣﻲﺷﻮد a) Conventional sand; اﻟﻒ( ﺷﻨﻲ ﻣﺘﺪاول ؛ b) Paved (drainage or decanting); ﺳﺮازﻳﺮ ﻛﺮدن(؛، ب ( ﺗﺴﻄﻴﺢ ﺷﺪه )ﺗﺨﻠﻴﻪ c) Artificial media; ج ( ﻣﻮاد واﺳﻄﻪ ﻣﺼﻨﻮﻋﻲ؛ d) Vacuum assisted .د ( ﺑﺎ ﻛﻤﻚ ﺧﻼء 7.9.7.3 Open beds may be used where adequate area is available and is sufficiently isolated to avoid complaints caused by occasional odors. Open sludge beds should be located at least 100 meters from dwellings to avoid odor nuisance. Covered beds with greenhouse types of enclosures shall be used where it is necessary to dewater sludge continuously throughout the year regardless of the weather and where sufficient isolation does not exist for the installation of open beds. ﺑﺴﺘﺮﻫﺎي ﺑﺎز در ﻣﻜﺎﻧﻬﺎﻳﻲ ﻣﻲﺗﻮاﻧﻨﺪ ﻣﻮرد اﺳﺘﻔﺎده3-7-9-7 7.9.7.4 In cold climates, the effects of freezing and thawing shall be considered to improve the dewatering characteristics of sludge. اﺛﺮات اﻧﺠﻤﺎد و، در ﺷﺮاﻳﻂ آب و ﻫﻮاﻳﻲ ﺧﻨﻚ4-7-9-7 ﻗﺮار ﮔﻴﺮﻧﺪ ﻛﻪ ﻓﻀﺎي ﻛﺎﻓﻲ ﻛﺎﻣﻼً ﻣﺠﺰا در دﺳﺘﺮس ﺑﺎﺷﺪ ﺗﺎ از ﺑﺴﺘﺮﻫﺎي ﺑﺎز ﺑﺎﻳﺪ.ﺷﻜﺎﻳﺎت اﺣﺘﻤﺎﻟﻲ ﺑﻌﻠﺖ ﺗﻌﻔﻦ اﺟﺘﻨﺎب ﺷﻮد ﻣﺘﺮي ﺑﻪ ﻋﻠﺖ ﺑﻮي ﺑﺪ از ﻣﻨﺎﻃﻖ100 ﺑﺎ ﻓﺎﺻﻠﻪ ﺣﺪاﻗﻞ اﻧﻮاع ﺑﺴﺘﺮﻫﺎي ﭘﻮﺷﺎﻧﺪه ﺷﺪه ﺑﺎ ﮔﻠﺨﺎﻧﻪ.ﻣﺴﻜﻮﻧﻲ ﺳﺎﺧﺘﻪ ﺷﻮﻧﺪ ﻫﺎ ﺑﺎﻳﺪ ﻣﻮﻗﻌﻲ اﺳﺘﻔﺎده ﺷﻮﻧﺪ ﻛﻪ ﺑﺪون ﺗﻮﺟﻪ ﺑﻪ ﺷﺮاﻳﻂ آب ﻻزم ﺑﺎﺷﺪ از ﻟﺠﻦ ﺑﻪ ﻃﻮر ﻣﺪاوم در ﻃﻮل ﺳﺎل آﺑﮕﻴﺮي،ﻫﻮاﻳﻲ ﺷﺪه و ﻳﺎ ﻋﺎﻳﻖ ﻛﺎري ﻛﺎﻓﻲ ﺑﺮاي اﻳﺠﺎد ﺑﺴﺘﺮﻫﺎي ﺑﺎز ﻣﻤﻜﻦ .ﻧﺒﺎﺷﺪ آب ﺷﺪن )ذوب ﺷﺪن(در ﺑﻬﺒﻮد ﺧﺼﻮﺻﻴﺎت ﻟﺠﻦ آﺑﮕﻴﺮي ﺷﺪه .ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد ﺣﻮﺿﭽﻪ ﻫﺎي ﺳﻄﺤﻲ8-9-7 7.9.8 Lagoons 7.9.8.1 Drying lagoons may be used as substitute for drying beds for the dewatering of digested sludge, if permitted by company; lagoons shall not be used for dewatering untreated sludges, limed sludges, or sludges with a high-strength supernatant because of their odor and nuisance potential. ﺗﺎﻻب ﻫﺎي ﺧﺸﻚ ﻛﻨﻨﺪه، اﮔﺮ ﺷﺮﻛﺖ اﺟﺎزه ﺑﺪﻫﺪ1-8-9-7 ﻣﻤﻜﻦ اﺳﺖ ﺟﺎﻳﮕﺰﻳﻦ ﻣﻨﺎﺳﺐ ﺑﺴﺘﺮﻫﺎي ﺧﺸﻚ ﻛﻨﻨﺪه ﺑﺮاي ﺗﺎﻻب ﻫﺎ ﻧﺒﺎﻳﺪ ﺑﺮاي.آﺑﮕﻴﺮي از ﻟﺠﻦ ﻫﺎي ﺗﺨﻤﻴﺮ ﺷﺪه ﺑﺎﺷﻨﺪ ﻟﺠﻦ ﻫﺎي ﺗﺼﻔﻴﻪ ﻧﺸﺪه ﻳﺎ ﻟﺠﻦ ﻫﺎي ﺑﺎ ﻗﺪرت زﻳﺎد ﺷﻨﺎوري ﺑﻪ .دﻟﻴﻞ ﺑﻮ و ﺗﻮان ﻧﺎﻣﻨﺎﺳﺐ آﻧﻬﺎ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮﻧﺪ 40 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) 7.9.8.2 Environmental and groundwater regulations shall be considered for application of lagoons if a groundwater aquifer used for a potable water supply underlies the lagoon site, it shall be necessary to line the lagoon. ﺑﺎﻳﺪ ﻗﻮاﻧﻴﻦ زﻳﺴﺖ ﻣﺤﻴﻄﻲ و آﺑﻬﺎي زﻳﺮزﻣﻴﻨﻲ2-8-9-7 7.9.8.3 Sludge shall be discharged to the lagoon in a manner suitable to accomplish an even distribution of sludge. ﻟﺠﻦ ﻫﺎ ﺑﺎﻳﺪ ﺑﻨﺤﻮ ﻣﻨﺎﺳﺒﻲ ﻛﻪ ﻣﻨﺠﺮ ﺑﻪ ﺗﻮزﻳﻊ3-8-9-7 7.9.8.4 Facilities for decanting of supernatant shall be provided, and the liquid shall be recycled to the treatment facility. ﺗﺴﻬﻴﻼت ﺑﺮاي ﺳﺮازﻳﺮ ﻛﺮدن ﻣﻮاد ﺷﻨﺎور ﺑﺮ روي4-8-9-7 اﮔﺮ ﻳﻚ ﺳﻔﺮه.ﺑﺮاي اﺳﺘﻔﺎده از ﺗﺎﻻب ﻫﺎ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮﻧﺪ آب زﻳﺮزﻣﻴﻨﻲ ﺑﺮاي ﺗﺄﻣﻴﻦ آب ﺷﺮب ﻣﻮرد اﺳﺘﻔﺎده اﺳﺖ ﻧﺒﺎﻳﺪ .ﺑﺎ ﺗﺎﻻب در ارﺗﺒﺎط ﺑﺎﺷﺪ . ﺑﻪ ﺗﺎﻻب ﻫﺎ ﺗﺨﻠﻴﻪ ﺷﻮﻧﺪ،ﺑﺮاﺑﺮ ﻟﺠﻦ ﻣﻴﺸﻮد ﺳﻄﺢ ﺑﺎﻳﺪ ﻓﺮاﻫﻢ ﺑﺎﺷﺪ و ﻣﺎﻳﻊ ﺑﺎﻳﺪ ﺑﻪ ﺗﺎﺳﻴﺴﺎت ﺗﺼﻔﻴﻪ ﺑﺮﮔﺸﺖ .داده ﺷﻮد 7.9.8.5 A minimum of two cells shall be provided, even in very small plants, to ensure availability of storage space during cleaning, maintenance or emergency conditions. ﺣﺘﻲ در ﻛﺎرﺧﺎﻧﺠﺎت ﻛﻮﭼﻚ ﺑﺮاي اﻃﻤﻴﻨﺎن از5-8-9-7 وﺟﻮد ﻓﻀﺎي ذﺧﻴﺮه ﺳﺎزي ﻫﻨﮕﺎم ﭘﺎﻛﺴﺎزي ﻳﺎ ﺗﻌﻤﻴﺮات ﻳﺎ . ﺣﺪاﻗﻞ دو ﺳﻠﻮل )اﺗﺎﻗﻚ( ﺑﺎﻳﺪ ﺗﻌﺒﻴﻪ ﺷﻮد،ﺷﺮاﻳﻂ اﺿﻄﺮاري ﺧﺸﻚ ﻛﺮدن ﮔﺮﻣﺎﻳﻲ10-7 7.10 Heat Drying 7.10.1 Sludge drying is a Unit operation that involves reducing water content by vaporization of water to the air. Drying is necessary in fertilizer manufacturing so as to permit the grinding of the sludge, to reduce its mass, and to prevent continued biological action. The moisture content of the dried sludge shall be less than 10 percent. ﻳﻚ ﻋﻤﻠﻴﺎت ﻓﺮآﻳﻨﺪي ﻣﻲ ﺑﺎﺷﺪ، ﺧﺸﻚ ﻛﺮدن ﻟﺠﻦ1-10-7 7.10.2 The following mechanical processes may be used for drying sludge: ﻓﺮآﻳﻨﺪﻫﺎي ﻣﻜﺎﻧﻴﻜﻲ زﻳﺮ ﻣﻤﻜﻦ اﺳﺖ در ﺧﺸﻚ2-10-7 ﻛﻪ ﻣﻘﺪار آب ﻣﻮﺟﻮد در ﻟﺠﻦ را ﺑﻪ وﺳﻴﻠﻪ ﺗﺒﺨﻴﺮ ﺑﻪ ﻫﻮا ﻛﺎﻫﺶ ﺧﺸﻚ ﻛﺮدن در ﺻﻨﻌﺖ ﻛﻮد ﺑﺴﻴﺎر ﺿﺮوري اﺳﺖ ﺗﺎ.ﻣﻲ دﻫﺪ اﻣﻜﺎن آﺳﻴﺎب ﻛﺮدن ﻟﺠﻦ و ﻛﺎﻫﺶ ﺟﺮم آن و ﺟﻠﻮﮔﻴﺮي از ﻣﻴﺰان رﻃﻮﺑﺖ ﻟﺠﻦ.ﺗﺪاوم ﻋﻤﻠﻴﺎﺗﻲ ﺑﻴﻮﻟﻮژﻳﻜﻲ را ﻓﺮاﻫﻢ ﻛﻨﺪ .درﺻﺪ ﺑﺎﺷﺪ10 ﺧﺸﻚ ﺑﺎﻳﺪ ﻛﻤﺘﺮ از :ﻛﺮدن ﻟﺠﻦ ﻣﻮرد اﺳﺘﻔﺎده ﺑﺎﺷﺪ a) Flash dryers; .اﻟﻒ( ﺧﺸﻚ ﻛﻨﻨﺪهﻫﺎي آﻧﻲ b) spray dryers; .ب ( ﺧﺸﻚ ﻛﻨﻨﺪهﻫﺎي اﻓﺸﺎﻧﻜﻲ c) rotary dryers; .ج ( ﺧﺸﻚ ﻛﻨﻨﺪهﻫﺎي ﮔﺮدان d) multiple-hearth dryers; د ( ﺧﺸﻚ ﻛﻨﻨﺪهﻫﺎي ﭼﻨﺪ ﻣﺸﻌﻠﻪ e) multiple-effect evaporation. .ﻫ ( ﺗﺒﺨﻴﺮ ﭼﻨﺪ ﮔﺎﻧﻪ Sludge dryers are normally preceded by dewatering. Flash dryers are preferred in use at waste water treatment plants. ﺧﺸﻚ.ﺧﺸﻚ ﻛﻨﻨﺪهﻫﺎي ﻟﺠﻦ ﻣﻌﻤﻮﻻً ﺑﻌﺪ از آﺑﮕﻴﺮﻫﺎ ﻫﺴﺘﻨﺪ ﻛﻨﻨﺪهﻫﺎي آﻧﻲ ﺑﺮاي اﺳﺘﻔﺎده در ﻛﺎرﺧﺎﻧﻪﻫﺎي ﺗﺼﻔﻴﻪ ﭘﺴﺎب .ﺗﺮﺟﻴﺢ داده ﻣﻴﺸﻮﻧﺪ 7.10.3 The heat recovered from the dried sludge should be used (if possible) to supply the energy requirements of the process. ﮔﺮﻣﺎي ﺑﺎزﻳﺎﻓﺘﻲ از ﻟﺠﻦ ﻫﺎي ﺧﺸﻚ )در ﺻﻮرت3-10-7 7.10.4 Fly ash and odor control shall be considered in heat drying of sludge. ﻛﻨﺘﺮل ﺧﺎﻛﺴﺘﺮ ﻣﻌﻠﻖ و ﺑﻮ ﺑﺎﻳﺪ در ﺧﺸﻚ ﻛﺮدن4-10-7 .ﮔﺮﻣﺎﻳﻲ ﻟﺠﻦ ﻣﻮرد ﻧﻈﺮ ﻗﺮار ﮔﻴﺮد اﻣﻜﺎن( ﺑﺎﻳﺴﺘﻲ ﺑﺮاي ﺗﺎﻣﻴﻦ اﻧﺮژي ﻣﻮرد ﻧﻴﺎز ﻓﺮآﻳﻨﺪ ﻣﻮرد .اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد 41 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) اﺣﻴﺎء ﮔﺮﻣﺎﻳﻲ11-7 7.11 Thermal Reduction 7.11.1 General ﻋﻤﻮﻣﻲ1-11-7 7.11.1.1 Thermal reduction of sludge involves the total or partial conversion of organic solids to oxidized end products, primarily carbon dioxide and water, by incineration or wet-air oxidation or the partial oxidation and volatilization of organic solids by pyrolysis or starved-air combustion to end products with energy content. Thermal reduction processes are used by medium to large sized plants with limited ultimate disposal options. ﺗﺒﺪﻳﻞ ﺗﻤﺎم ﻳﺎ ﻗﺴﻤﺘﻲ از، اﺣﻴﺎء ﮔﺮﻣﺎﻳﻲ ﻟﺠﻦ1-1-11-7 ﻋﻤﺪﺗﺎً دي،ﺟﺎﻣﺪات آﻟﻲ ﺑﻪ ﻣﺤﺼﻮﻻت ﻧﻬﺎﻳﻲ اﻛﺴﻴﺪاﺳﻴﻮن ﺑﻮﺳﻴﻠﻪ ﺳﻮزاﻧﺪن ﻳﺎ اﻛﺴﺎﻳﺶ ﺑﺎ ﻫﻮاي،اﻛﺴﻴﺪﻛﺮﺑﻦ و آب ﻣﺮﻃﻮب و اﻛﺴﺎﻳﺶ ﺟﺰﻳﻲ ﻳﺎ ﻋﻤﻞ ﺗﺒﺨﻴﺮ ﺟﺎﻣﺪات آﻟﻲ ﻓﺮار ﺑﻮﺳﻴﻠﻪ ﺗﺠﺰﻳﻪ ﺣﺮارﺗﻲ ﻳﺎ اﺣﺘﺮاق ﻛﻢ ﻫﻮا ﺑﻪ ﻣﺤﺼﻮﻻت ﻧﻬﺎﻳﻲ ﻓﺮآﻳﻨﺪﻫﺎي اﺣﻴﺎء ﮔﺮﻣﺎﻳﻲ در.داراي اﻧﺮژي ﻣﻲﺑﺎﺷﺪ ﻛﺎرﺧﺎﻧﻪﻫﺎي اﻧﺪازه ﻣﺘﻮﺳﻂ ﺗﺎ ﺑﺰرگ ﺑﺎ ﻣﺤﺪودﻳﺖ ﮔﺰﻳﻨﻪﻫﺎي .دﻓﻊ ﻧﻬﺎﻳﻲ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﻣﻲ ﮔﻴﺮد 7.11.1.2 The major advantages and disadvantages are: : ﻣﺰاﻳﺎ و ﻣﻌﺎﻳﺐ ﻋﻤﺪه ﻋﺒﺎرﺗﻨﺪ از2-1-11-7 :اﻟﻒ( ﻣﺰاﻳﺎ a) Advantages: - Maximum volume reduction, thereby lessening the disposal requirements. ﺣﺪاﻛﺜﺮ ﻛﺎﻫﺶ ﺣﺠﻤﻲ و در ﻧﺘﻴﺠﻪ ﻛﺎﻫﺶ اﻟﺰاﻣﺎت.دﻓﻊ - Destruction of pathogens and toxic compounds. . ﺗﺨﺮﻳﺐ ﻋﻮاﻣﻞ ﺑﻴﻤﺎري زا و ﺗﺮﻛﻴﺒﺎت ﺳﻤﻲ- - Energy recovery potential. . ﺗﻮاﻧﺎﻳﻲ ﺑﺎزﻳﺎﻓﺖ اﻧﺮژي:ب ( ﻣﻌﺎﻳﺐ b) Disadvantages: - High capital and operating cost. - Highly skilled operating and maintenance staffs are required. ﻛﺎرﻣﻨﺪان ﺑﺴﻴﺎر ﻣﺎﻫﺮ در ﻋﻤﻠﻴﺎت و ﺗﻌﻤﻴﺮات ﻻزم.اﺳﺖ - The residuals produced (air emissions and ash) may have adverse environmental effects. ( ﺗﻪ ﻣﺎﻧﺪه ﺗﻮﻟﻴﺪ ﺷﺪه )اﻧﺘﺸﺎر در ﻫﻮا و ﺧﺎﻛﺴﺘﺮ.ﻣﻤﻜﻦ اﺳﺖ اﺛﺮات ﺳﻮء در ﻣﺤﻴﻂ داﺷﺘﻪ ﺑﺎﺷﺪ - Disposal of residuals, which may be classified as hazardous wastes, may be uncertain and expensive. دﻓﻊ ﺗﻪ ﻣﺎﻧﺪهﻫــﺎ ﻛﻪ ﺑــﻪ ﻋﻨﻮان دﻓﻊ ﺿﺎﻳﻌﺎتﺧﻄﺮﻧﺎك ﻃﺒﻘﻪﺑﻨﺪي ﻣﻲﺷﻮﻧﺪ ﻣﻤﻜﻦ اﺳﺖ .ﻏﻴﺮﻣﻄﻤﺌﻦ و ﮔﺮان ﺑﺎﺷﺪ . ﻫﺰﻳﻨﻪ ﺳﺮﻣﺎﻳﻪ ﮔﺬاري و ﻋﻤﻠﻴﺎﺗﻲ ﺑﺎﻻ- ﻛﺎرﺑﺮد ﻓﺮآﻳﻨﺪ اﺣﻴﺎء ﮔﺮﻣﺎﻳﻲ2-11-7 7.11.2 Thermal reduction process applications 7.11.2.1 Multiple-hearth incineration ﺳﻮزاﻧﺪن ﭼﻨﺪ ﻣﺸﻌﻠﻪ1-2-11-7 Multiple-hearth incineration is used to convert dewatered sludge cake to an inert ash. This process is normally used only in large plants or at the small plants where land for disposal of sludge is limited and at chemical treatment plants for the recalcining of lime sludges. ﺳﻮزاﻧﺪن ﭼﻨﺪ ﻣﺸﻌﻠﻪ ﻛﻴﻚ ﻟﺠﻦ آﺑﮕﻴﺮي ﺷﺪه را ﺑﻪ ﺧﺎﻛﺴﺘﺮ اﻳﻦ ﻓﺮآﻳﻨﺪ ﻣﻌﻤﻮﻻً ﻓﻘﻂ ﺑﺮاي.ﺑﻲ اﺛﺮ ﺗﺒﺪﻳﻞ ﻣﻴﻜﻨﺪ ﻛﺎرﺧﺎﻧﻪﻫﺎي ﺑﺰرگ و ﻳﺎ ﻛﺎرﺧﺎﻧﻪﻫﺎي ﻛﻮﭼﻚ ﻛﻪ زﻣﻴﻦ ﺑﺮاي دﻓﻊ ﻟﺠﻦ ﻣﺤﺪود ﺑﺎﺷﺪ و در ﻛﺎرﺧﺎﻧﺠﺎت ﺗﺼﻔﻴﻪ ﺷﻴﻤﻴﺎﻳﻲ ﺑﺮاي .ﺗﻐﻠﻴﻆ دوﺑﺎره آﻫﻚ ﻟﺠﻦ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد 42 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) Feed sludge must contain more than 15 percent solids because of limitations on the maximum evaporating capacity of the furnace. Auxiliary fuel shall be provided. ﻟﺠﻦ ﺧﻮراك ﺑﻌﻠﺖ وﺟﻮد ﻣﺤﺪودﻳﺖ در ﺣﺪاﻛﺜﺮ ﻇﺮﻓﻴﺖ ﺗﺒﺨﻴﺮ . درﺻﺪ ﺟﺎﻣﺪات ﺑﺎﺷﺪ15 ﻛﺮدن ﻛﻮرهﻫﺎ ﺑﺎﻳﺪ داراي ﺑﻴﺶ از .ﺳﻮﺧﺖ ﻫﺎي ﻛﻤﻜﻲ ﻧﻴﺰ ﺑﺎﻳﺪ ﺗﺎﻣﻴﻦ ﮔﺮدﻧﺪ In addition to dewatering, required ancillary processes shall include ash-handling systems and some type of wet or dry scrubber to meet air pollution requirements. ﻓﺮآﻳﻨﺪﻫﺎي ﻓﺮﻋﻲ ﻣﺎﻧﻨﺪ ﺳﺎﻣﺎﻧﻪﻫﺎي،ﻋﻼوه ﺑﺮ آﺑﮕﻴﺮي ﺧﺎﻛﺴﺘﺮﺳﺎزي و ﺑﺮﺧﻲ اﻧﻮاع ﻋﺎري ﺳﺎزﻫﺎي ﻣﺮﻃﻮب ﻳﺎ ﺧﺸﻚ .ﺑﺮاي ﻣﻄﺎﺑﻘﺖ ﺑﺎ اﻟﺰاﻣﺎت آﻟﻮدﮔﻲ ﻫﻮا ﻧﻴﺰ ﻧﻴﺎز ﻣﻲ ﺑﺎﺷﺪ ﺳﻮزاﻧﺪن ﺑﺎ ﺑﺴﺘﺮﻫﺎي ﺳﻴﺎل2-2-11-7 7.11.2.2 Fluidized-bed incineration The fluidized bed incinerator commonly used for sludge incineration is a vertical, cylindrically shaped refractory. Lined steel shell that contains a sand bed and fluidized air orifices to produce and sustain combustion. The applications of fluidized-bed process is similar to multiple-hearth incineration. آﺷﻐﺎل ﺳﻮز ﺑﺴﺘﺮ ﺳﻴﺎل ﻛﻪ ﻣﻌﻤﻮﻻً ﺑﺮاي ﺳﻮزاﻧﺪن ﻟﺠﻦ اﺳﺘﻔﺎده ﺑﺪﻧﻪ ﻓﻮﻻدي.ﻣﻲﺷﻮد ﺑﺼﻮرت اﺳﺘﻮاﻧﻪ ﻋﻤﻮدي از آﺟﺮ ﻧﺴﻮز اﺳﺖ اﻣﻜﺎن،آﺳﺘﺮي ﺷﺪه ﺣﺎوي ﺑﺴﺘﺮ ﻣﺎﺳﻪ و روزﻧﻪ ﻫﺎي ﻫﻮاي ﺳﻴﺎل ﻛﺎرﺑﺮد ﻓﺮآﻳﻨﺪ ﺑﺴﺘﺮ ﺳﻴﺎل ﻣﺸﺎﺑﻪ.اﺣﺘﺮاق ﭘﺎﻳﺪار را ﻓﺮاﻫﻢ ﻣﻲﻛﻨﻨﺪ .روش ﺳﻮزاﻧﺪن ﭼﻨﺪﻣﺸﻌﻠﻪ ﻣﻲﺑﺎﺷﺪ ﺑﺎ ﻫﻢ ﺳﻮزاﻧﺪن3-2-11-7 7.11.2.3 Co-incineration The major objective is to reduce the combined costs of incinerating sludge and solid wastes. The process has the advantages of producing the heat energy necessary to evaporate water from sludges, supporting the combustion of solid wastes and sludge, and providing an excess of heat for steam generation, if desired, without the use of auxiliary fossil fuels. ﻫﺪف اﺻﻠﻲ از اﻳﻦ روش ﻛﺎﻫﺶ ﻣﺠﻤﻮع ﻫﺰﻳﻨﻪﻫﺎي ﺳﻮزاﻧﺪن از ﻣﺰاﻳﺎي اﻳﻦ ﻓﺮآﻳﻨﺪ ﺗﻮﻟﻴﺪ.ﻟﺠﻦ و ﺿﺎﻳﻌﺎت ﺟﺎﻣﺪ ﻣﻲ ﺑﺎﺷﺪ اﻧﺮژي ﮔﺮﻣﺎﻳﻲ ﺑﺮاي ﺗﺒﺨﻴﺮ آب از ﻟﺠﻦ و اﺣﺘﺮاق ﺟﺎﻣﺪات زاﺋﺪ ، اﮔﺮ ﻻزم ﺑﺎﺷﺪ،و ﻟﺠﻦ و ﺗﻬﻴﻪ ﮔﺮﻣﺎي اﺿﺎﻓﻲ ﺑﺮاي ﺗﻮﻟﻴﺪ ﺑﺨﺎر .ﺑﺪون اﺳﺘﻔﺎده از ﺳﻮﺧﺘﻬﺎي ﻓﺴﻴﻠﻲ ﺧﻮاﻫﺪ ﺑﻮد اﻛﺴﻴﺪاﺳﻴﻮن ﺑﺎ ﻫﻮاي ﻣﺮﻃﻮب4-2-11-7 7.11.2.4 Wet-air oxidation This process involves wet oxidation untreated sludge at an elevated temperature and pressure. A major disadvantage associated with this process is the high-strength recycle liquor produced. the liquors represent a considerable organic load on the treatment system اﻳﻦ ﻓﺮآﻳﻨﺪ ﺷﺎﻣﻞ اﻛﺴﻴﺪاﺳﻴﻮن ﻣﺮﻃﻮب ﻟﺠﻦ ﺗﺼﻔﻴﻪ ﻧﺸﺪه در ﻳﻚ ﻋﻴﺐ ﺑﺰرگ اﻳﻦ روش ﻣﻘﺪار.ﻓﺸﺎر ودﻣﺎي ﺑﺎﻻ ﻣﻲ ﺑﺎﺷﺪ اﻳﻦ ﻣﺎﻳﻊ ﺑﺎر ﻗﺎﺑﻞ ﺗﻮﺟﻬﻲ از.ﺑﺎﻻي ﻣﺎﻳﻊ ﺑﺮﮔﺸﺘﻲ ﺗﻮﻟﻴﺪي اﺳﺖ .ﻣﻮاد آﻟﻲ روي ﺳﺎﻣﺎﻧﻪ ﺗﺼﻔﻴﻪ ﻣﻲﮔﺬارد 7.11.2.5 Wet oxidation in a vertical, deep-well reactor اﻛﺴﻴﺪاﺳﻴﻮن ﻣﺮﻃﻮب در راﻛﺘﻮر ﻋﻤﻮدي در5-2-11-7 ﭼﺎه ﻋﻤﻴﻖ This process consists of discharging liquid sludge in the pressure and temperature controlled environment of a tube-andshell reactor suspended within a deep well. Advantages cited for this process are: اﻳﻦ ﻓﺮآﻳﻨﺪ ﻣﺘﺸﻜﻞ از ﺗﺨﻠﻴﻪ ﻟﺠﻦ ﻣﺎﻳﻊ در ﻣﺤﻴﻄﻲ ﺑﺎ درﺟﻪ ﺣﺮارت و ﻓﺸﺎر ﻛﻨﺘﺮل ﺷﺪه در ﻳﻚ راﻛﺘﻮر ﻧﻮع ﭘﻮﺳﺘﻪ و ﻟﻮﻟﻪ ﻛﻪ درون ﻳﻚ ﭼﺎه ﻋﻤﻴﻖ آوﻳﺰان ﺷﺪه ﻣﻲ ﺑﺎﺷﺪ ﻣﺰاﻳﺎي ﺑﻴﺎن :ﺷﺪه اﻳﻦ روش ﻋﺒﺎرﺗﻨﺪ از a) Small space requirements; اﻟﻒ( ﻧﻴﺎز ﺑﻪ ﻓﻀﺎي ﻛﻤﻲ دارد؛ b) High removals of suspended solids and organic matter; ب ( دﻓﻊ ﻣﻘﺪار زﻳﺎد از ﺟﺎﻣﺪات ﻣﻌﻠﻖ و ﻣﻮاد آﻟﻲ؛ c) Little odors or objectionable air emissions, ج ( اﻧﺘﺸﺎر ﺑﻮ ﻳﺎ آﻻﻳﻨﺪه ﻛﻢ ﻫﻮا ؛ d) Low energy requirements because the process is exothermic. .د ( اﻧﺮژي ﻛﻤﻲ ﻧﻴﺎز اﺳﺖ ﭼﻮن ﻓﺮآﻳﻨﺪ اﻧﺮژي زا اﺳﺖ 43 Feb. 2010/ 1388 ﺑﻬﻤﻦ The principal disadvantages are that it does not have a long history of operation and maintenance, and skilled operators are required for process control. IPS-E-PR-735(1) از ﻣﻌﺎﻳﺐ اﺻﻠﻲ ﻧﺪاﺷﺘﻦ ﺳﺎﺑﻘﻪ ﻃﻮﻻﻧﻲ در ﻋﻤﻠﻴﺎت و ﺗﻌﻤﻴﺮات .و ﻧﻴﺎز ﺑﻪ ﻣﺘﺼﺪيﻫﺎي واﺣﺪ ﻣﺎﻫﺮ ﺑﺮاي ﻛﻨﺘﺮل ﻓﺮآﻳﻨﺪ دارد ﻛﺎرﺑﺮد زﻣﻴﻦ ﺑﺮاي ﻟﺠﻦ12-7 7.12 Land Application of Sludge 7.12.1 The following steps shall be evaluated for development of a sludge land application system: ﻣﺮاﺣﻞ زﻳﺮ ﺑﺮاي ﺗﻮﺳﻌﻪ ﺳﺎﻣﺎﻧﻪ ﻛﺎرﺑﺮد زﻣﻴﻦ ﺑﺎﻳﺪ1-12-7 :ارزﻳﺎﺑﻲ ﮔﺮدد a) Characterization of sludge quantity and quality. .اﻟﻒ( ﺧﺼﻮﺻﻴﺎﺗﻲ از ﻣﻘﺪار و ﻛﻴﻔﻴﺖ ﻟﺠﻦ b) Review of pertinent federal, state and local regulations. . ﻛﺸﻮري و ﻣﺤﻠﻲ،ب ( ﻣﺮور ﻗﻮاﻧﻴﻦ ﻓﺪرال c) Evaluation and selection of site and disposal option. .ج ( ارزﻳﺎﺑﻲ و اﻧﺘﺨﺎب ﻣﻜﺎن و ﮔﺰﻳﻨﻪ دﻓﻊ d) Determination of process design parameters such as loading rates, land area requirements, application methods and scheduling. د( ﺗﻌﻴﻴﻦ ﭘﺎراﻣﺘﺮﻫﺎي ﻃﺮاﺣﻲ ﻓﺮآﻳﻨﺪ ﻣﺎﻧﻨﺪ ﻣﻴﺰان روﺷﻬﺎي ﻛﺎرﺑﺮدي و، اﻟﺰاﻣﺎت ﺳﻄﺢ زﻣﻴﻦ،ﺑﺎرﮔﺬاري .ﺑﺮﻧﺎﻣﻪ رﻳﺰي 7.12.2 The following factors shall be considered in evaluation of the sludge characteristics: - Organic content (usually measured as volatile solids). - Nutrients - Pathogens. - Metals. - Toxic organic. ﻋﻮاﻣﻞ زﻳﺮ ﺑﺎﻳﺪ در ارزﻳﺎﺑﻲ ﺧﻮاص ﻟﺠﻦ ﻣﻮرد ﺗﻮﺟﻪ2-12-7 :ﻗﺮار ﮔﻴﺮد ﻣﺤﺘﻮﻳﺎت ﻣﻮاد آﻟﻲ)ﻣﻌﻤﻮﻻً ﺑﺼﻮرت ﺟﺎﻣﺪات ﻓﺮار اﻧﺪازه.(ﮔﻴﺮي ﻣﻴﺸﻮﻧﺪ . ﻣﻮاد ﻣﻐﺬي. ﻋﻮاﻣﻞ ﺑﻴﻤﺎري زا. ﻓﻠﺰات. ﻣﻮاد آﻟﻲ ﺳﻤﻲ- 7.12.3 If regulations require, detailed sampling and analysis of sludge shall be made to identify and characterize the sludge constituents so as to determine if the sludge is suitable for land application. Maximum annual loading rates shall be prescribed as well as permissible cumulative loading rates, depending on whether the land is used for agricultural or non-agricultural purposes. ﻧﻤﻮﻧﻪﺑﺮداري و ﺗﺠﺰﻳﻪ و، در ﺻﻮرت اﻟﺰام ﻣﻘﺮرات3-12-7 7.12.4 Sludge applied to the land surface or incorporated into the soil must be treated by a Process to Significantly Reduce Pathogens (PSRP). Sludge applied to land where crops for human consumption are grown must be treated by a Process to Further Reduce Pathogens (PFRP). Examples of PSRP stabilization process ﻟﺠﻦ ﻫﺎﻳﻲ ﻛﻪ در ﺳﻄﺢ زﻣﻴﻦ ﺑﻜﺎر ﺑﺮده ﻣﻲﺷﻮﻧﺪ ﻳﺎ4-12-7 ﺗﺤﻠﻴﻞ دﻗﻴﻖ ﻟﺠﻦ ﺑﺮاي ﺷﻨﺎﺳﺎﻳﻲ و ﻣﺸﺨﺺ ﻛﺮدن اﺟﺰاء ﻣﺘﺸﻜﻠﻪ آن ﺑﺎﻳﺪ اﻧﺠﺎم ﮔﻴﺮد ﺗﺎ ﺗﻌﻴﻴﻦ ﮔﺮدد ﻛﻪ ﻟﺠﻦ ﺑﺮاي ﺣﺪاﻛﺜﺮ ﻣﻴﺰان ﭘﺬﻳﺮش ﺳﺎﻟﻴﺎﻧﻪ.ﻛﺎرﺑﺮد زﻣﻴﻨﻲ ﻣﻨﺎﺳﺐ اﺳﺖ ﺑﺎﻳﺪ ﺗﻌﻴﻴﻦ و ﻫﻤﭽﻨﻴﻦ ﻣﻴﺰان ﻣﺠﺎز ﺑﺎرﮔﺬاري ﺗﺠﻤﻌﻲ ﻧﻴﺰ ﻣﺸﺨﺺ ﺷﻮد ﻛﻪ ﺑﺴﺘﮕﻲ ﺑﻪ اﺳﺘﻔﺎده از زﻣﻴﻦ ﺑﺮاي ﻣﻘﺎﺻﺪ .ﻛﺸﺎورزي ﻳﺎ ﻏﻴﺮﻛﺸﺎورزي ﻣﻲ ﺑﺎﺷﺪ ﺑﺮاي ﻛﺎﻫﺶ ﻋﻤﺪه،ﺑﺎ ﺧﺎك ﺗﺮﻛﻴﺐ ﻣﻴﺸﻮﻧﺪ ﺑﺎﻳﺪ ﺑﺎ ﻳﻚ ﻓﺮآﻳﻨﺪ ﻟﺠﻦﻫﺎي ﺑﻜﺎر رﻓﺘﻪ در.ﻣﻮاد ﺑﻴﻤﺎري زاي آن ﺗﺼﻔﻴﻪ ﺷﻮﻧﺪ زﻣﻴﻦﻫﺎﻳﻲ ﻛﻪ ﻣﺤﺼﻮل ﻣﻮرد اﺳﺘﻔﺎده اﻧﺴﺎﻧﻬﺎ ﻛﺎﺷﺘﻪ ﻣﻲﺷﻮد ﺑﺎﻳﺪ ﺑﺎ ﻳﻚ ﻓﺮآﻳﻨﺪ ﺑﻴﺸﺘﺮ ﺑﺮاي ﻛﺎﻫﺶ ﻣﻮاد ﺑﻴﻤﺎري زاي آن 44 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) are aerobic digestion, air drying, anaerobic digestion, composting, and lime stabilization. Examples of PFRP stabilization processes are composting, heat drying, and thermophilic aerobic digestion. درPSRP ﻣﺜﺎل ﻓﺮآﻳﻨﺪﻫﺎي ﺗﺜﺒﻴﺖ ﺳﺎزي.ﺗﺼﻔﻴﻪ ﺷﻮﻧﺪ ﺗﺨﻤﻴﺮ ﺑﻲ ﻫﻮازي ﻛﻮد ﺳﺎزي،ﺗﺨﻤﻴﺮ ﻫﻮازي ﺧﺸﻚ ﻛﻨﻨﺪه ﻫﻮا ﻣﺜﺎل ﻓﺮاﻳﻨﺪﻫﺎي ﺗﺜﺒﻴﺖ ﺳﺎزي.و ﺗﺜﺒﻴﺖ ﺑﺎ آﻫﻚ ﻣﻲ ﺑﺎﺷﺪ ﺧﺸﻚ ﻛﻨﻨﺪه ﮔﺮﻣﺎﻳﻲ و ﺗﺨﻤﻴﺮ، ﺷﺎﻣﻞ ﻛﻮدﺳﺎزيPFRP .ﻫﻮازي ﮔﺮﻣﺎ دوﺳﺖ ﻣﻲ ﺑﺎﺷﺪ 7.12.5 For site selection and evaluation the following factors shall be taken into consideration: ﺑﺮاي اﻧﺘﺨﺎب ﻣﻜﺎن و ارزﻳﺎﺑﻲ ﺑﺎﻳﺪ ﻋﻮاﻣﻞ زﻳﺮ ﻣﻮرد5-12-7 :ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮﻧﺪ - Land application option(s) such as application to agricultural lands, forest lands, etc.; - Topography; - Soil permeability; - Site drainage; - Depth to groundwater; - Subsurface geology; زﻣﻴﻦ ﺷﻨﺎﺳﻲ زﻳﺮ ﺳﻄﺤﻲ؛- - Proximity to critical areas; ﻧﺰدﻳﻜﻲ ﺑﻪ ﻣﻨﺎﻃﻖ ﺑﺤﺮاﻧﻲ؛- - Accessibility; - Maximum sludge loading rates based on the pollutant limits set forth in regulatory guidelines or by the nutrientloading rates necessary to meet vegetation requirements. ، اﻧﺘﺨﺎب)ﻫﺎي( ﻛﺎرﺑﺮد زﻣﻴﻨﻲ ﻣﺎﻧﻨﺪ زﻣﻴﻨﻬﺎي ﻛﺸﺎورزياراﺿﻲ ﺟﻨﮕﻠﻲ و ﻏﻴﺮه ؛ ﻋﻮارض زﻣﻴﻦ؛ ﻧﻔﻮذ ﭘﺬﻳﺮي ﺧﺎك؛ ﻣﺤﻞ ﺗﺨﻠﻴﻪ ؛ ﻋﻤﻖ آﺑﻬﺎي زﻳﺮزﻣﻴﻨﻲ؛- . دﺳﺘﺮﺳﻲ ﺣﺪاﻛﺜﺮ ﻣﻴﺰان ﭘﺬﻳﺮش ﻟﺠﻦ ﺑﺮاﺳﺎس ﻣﺤﺪودﻳﺖ آﻟﻮدهﻛﻨﻨﺪه ﻫﺎ ﻛﻪ در راﻫﻨﻤﺎي ﺗﻨﻈﻴﻤﻲ ﻣﻨﺪرج اﺳﺖ و ﻳﺎ ﻣﻴﺰان ﭘﺬﻳﺮش ﻣﻮاد ﻣﻐﺬي ﻻزم ﺑﺮاي ﭘﻮﺷﺶ اﻟﺰاﻣﺎت . ﻣﻲ ﺑﺎﺷﺪ،ﮔﻴﺎﻫﻲ 7.12.6 Application of sludge in the liquid state is attractive and dewatering processes are not required in this case. Liquid sludge may be applied to land by vehicle or by irrigation methods. ﺑﻪ ﻛﺎر ﺑﺮدن ﻟﺠﻦ ﺑﺼﻮرت ﻣﺎﻳﻊ ارﺟﺢ ﺑﻮده و در اﻳﻦ6-12-7 Liquid sludge can be injected below the soil surface by using tank wagons or tank trucks with injection shanks, or it can be incorporated immediately after the surface application by using plows or discs equipped with sludge distribution manifolds and covering spoons. ﺑﺎ اﺳﺘﻔﺎده از ﻣﺨﺰن واﮔﻦ ﻫﺎ ﻳﺎ ﻣﺨﺰن ﻛﺎﻣﻴﻮﻧﻬﺎ ﻛﻪ ﻣﺠﻬﺰ ﺑﻪ ﻟﺠﻦ ﻣﺎﻳﻊ ﻣﻴﺘﻮاﻧﺪ زﻳﺮ ﺳﻄﺢ ﺧﺎك ﺗﺰرﻳﻖ، ﺗﺰرﻳﻖ ﻫﺴﺘﻨﺪ،ﻣﻴﻠﻪ ﺷﻮد ﻳﺎ ﺑﻼﻓﺎﺻﻠﻪ ﭘﺲ از ﺷﺨﻢ زدن زﻣﻴﻦ ﺗﻮﺳﻂ ﺧﻴﺶ ﻳﺎ . ﺗﺰرﻳﻖ ﺷﻮد،دﻳﺴﻚ ﻣﺠﻬﺰ ﺑﻪ ﭼﻨﺪ راﻫﻪ ﭘﺨﺶ ﻟﺠﻦ 7.12.7 Special attention shall be made to minimization of potential odors and vector attraction, minimization of ammonia loss due to volatilization, elimination of surface run-off, and minimum visibility leading to better public acceptance. ﺗﻮﺟﻪ ﺧﺎص ﺑﺎﻳﺪ ﺑﺮاي ﻛﺎﻫﺶ ﺑﻮﻫﺎي ﻣﺤﺘﻤﻞ و7-12-7 ﻟﺠﻦ ﻣﺎﻳﻊ ﻣﻤﻜﻦ اﺳﺖ ﺑﻪ.ﺣﺎﻟﺖ ﻓﺮآﻳﻨﺪ آﺑﮕﻴﺮي ﻧﻴﺎز ﻧﻤﻲﺑﺎﺷﺪ .وﺳﻴﻠﻪ ﺧﻮدرو و ﻳﺎ روﺷﻬﺎي آﺑﻴﺎري ﺑﻪ زﻣﻴﻦ اﻋﻤﺎل ﺷﻮد ﺣﺬف،ﺣﺬف ﺑﻴﻤﺎري و ﻛﺎﻫﺶ اﺗﻼف آﻣﻮﻧﻴﺎك ﺑﻪ ﻋﻠﺖ ﺗﺒﺨﻴﺮ آب ﺟﺎري و در ﻣﻌﺮض دﻳﺪ ﻧﺒﻮدن ﻛﻪ ﻣﻨﺠﺮ ﺑﻪ ﭘﺬﻳﺮش ﺑﻬﺘﺮ . اﻧﺠﺎم ﺷﻮد،ﻋﻤﻮم اﺳﺖ ﺗﺜﺒﻴﺖ ﺷﻴﻤﻴﺎﻳﻲ13-7 7.13 Chemical Fixation 7.13.1 The chemical fixation/solidification process is applied to the treatment of industrial اﻧﺠﻤﺎد ﺷﻴﻤﻴﺎﻳﻲ ﺑﺮاي ﺗﺼﻔﻴﻪ/ ﻓﺮاﻳﻨﺪ ﺗﺜﺒﻴﺖ1-13-7 45 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) sludge and hazardous wastes to immobilize the undesirable constituents. ﻟﺠﻦ ﺻﻨﻌﺘﻲ و ﺿﺎﻳﻌﺎت ﺧﻄﺮﻧﺎك ﺑﻜﺎر ﻣﻲرود ﺗﺎ از ﭘﺨﺶ ﻣﻮاد .ﻣﺘﺸﻜﻠﻪ ﻧﺎﻣﻄﻠﻮب آن ﺟﻠﻮﮔﻴﺮي ﻛﻨﺪ 7.13.2 The chemical fixation process consists of mixing untreated or treated liquid or dewatered sludge with stabilizing agents such as cement, sodium silicate, pozzolan (fine-grained silicate), and lime so as to chemically react with or encapsulate the sludge. The process may generate a product with a high pH, which inactivates the pathogenic bacteria and viruses. ﻓﺮآﻳﻨﺪ ﺗﺜﺒﻴﺖ ﺷﻴﻤﻴﺎﻳﻲ ﺷﺎﻣﻞ ﻣﺨﻠﻮط ﻛﺮدن2-13-7 ﻣﺎﻳﻌﺎت ﺗﺼﻔﻴﻪ ﺷﺪه و ﺗﺼﻔﻴﻪ ﻧﺸﺪه ﻳﺎ ﻟﺠﻦﻫﺎي آﺑﮕﻴﺮي ﺷﺪه ﺑﺎ ﭘﻮزاﻻن، ﺳﻴﻠﻴﻜﺎت ﺳﺪﻳﻢ،ﻋﻮاﻣﻞ ﺗﺜﺒﻴﺖ ﺳﺎزي ﻣﺎﻧﻨﺪ ﺳﻴﻤﺎن )داﻧﻪﻫﺎي رﻳﺰ ﺳﻴﻠﻴﻜﺎت( و آﻫﻚ ﺑﺮاي واﻛﻨﺶ ﺷﻴﻤﻴﺎﻳﻲ ﺑﺎ ﻟﺠﻦ ﻣﻤﻜﻦ اﺳﺖ اﻳﻦ ﻓﺮآﻳﻨﺪ ﻳﻚ ﻣﺤﺼﻮل ﺑﺎ.و ﻳﺎ ﻣﺤﺎﺻﺮه آن اﺳﺖ ﺑﺎﻻ ﺗﻮﻟﻴﺪ ﻛﻨﺪ ﻛﻪ ﺑﺎﻛﺘﺮﻳﻬﺎ و وﻳﺮوﺳﻬﺎي ﺑﻴﻤﺎريزا راPH .ﻏﻴﺮﻓﻌﺎل ﻛﻨﺪ ذﺧﻴﺮه ﺳﺎزي و دﻓﻊ ﻟﺠﻦ و ﺟﺎﻣﺪات ﻧﻬﺎﻳﻲ، اﻧﺘﻘﺎل-8 8. FINAL SLUDGE AND SOLIDS CONVEYANCE, STORAGE AND DISPOSAL ﻋﻤﻮﻣﻲ1-8 8.1 General ﺑﺮاي دﻓﻊ ﺿﺎﻳﻌﺎت ﺟﺎﻣــﺪ ﺑﺎﻳﺪ ﺑــﻪ ﻣﺮﺟﻊ 8.1.1 For disposal of solid waste, reference shall be made to IPS-G-SF-130 unless otherwise specified in this Standard. 1-1-8 ﻣﺮاﺟﻌﻪ ﮔﺮدد ﻣﮕﺮ ﻃﻮر دﻳﮕﺮي در اﻳﻦIPS-G-SF-130 .اﺳﺘﺎﻧﺪارد ﻣﺸﺨﺺ ﺷﺪه ﺑﺎﺷﺪ 8.1.2 The solids removed as sludge from preliminary and biological treatment processes shall be concentrated and stabilized by biological and thermal means and reduced in volume in preparation for final disposal if required. ﺟﺎﻣﺪاﺗﻲ ﻛﻪ ﺑﻌﻨﻮان ﻟﺠﻦ از ﻓﺮآﻳﻨﺪﻫﺎي ﺗﺼﻔﻴﻪ اوﻟﻴﻪ و2-1-8 8.1.3 Environmental Regulations and subsurface water pollution limitations shall be considered for final selection of disposal method. ﻗﻮاﻧﻴﻦ زﻳﺴﺖ ﻣﺤﻴﻄﻲ و ﻣﺤﺪودﻳﺖ در آﻟﻮدﮔﻲ آﺑﻬﺎي3-1-8 ﺑﻴﻮﻟﻮژﻳﻜﻲ ﺟﺪا ﻣﻲ ﺷﻮﻧﺪ ﺑﺎﻳﺪ ﺑﻪ وﺳﻴﻠﻪ دﺳﺘﮕﺎﻫﻬﺎي ﺣﺮارﺗﻲ و ﺑﻴﻮﻟﻮژﻳﻜﻲ ﺗﻐﻠﻴﻆ و ﺗﺜﺒﻴﺖ ﺷﻮﻧﺪ و اﮔﺮ ﻧﻴﺎز ﺑﺎﺷﺪ ﺣﺠﻢ آﻧﻬﺎ .ﺑﺮاي دﻓﻊ ﻧﻬﺎﻳﻲ ﻛﺎﻫﺶ ﻳﺎﺑﺪ .زﻳﺮﺳﻄﺤﻲ در اﻧﺘﺨﺎب روش دﻓﻊ ﻧﻬﺎﻳﻲ ﺑﺎﻳﺪ ﻣﻮرد ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮد روﺷﻬﺎي اﻧﺘﻘﺎل2-8 8.2 Conveyance Methods 8.2.1 General ﻋﻤﻮﻣﻲ1-2-8 8.2.1.1 Sludge may be transported long distances by pipeline, truck, barge, rail or combination of these modes. ﻟﺠﻦ ﻣﻤﻜﻦ اﺳﺖ ﻣﺴﺎﻓﺖ ﻃﻮﻻﻧﻲ را ﺗﻮﺳﻂ ﺧﻂ1-1-2-8 . راهآﻫﻦ ﻳﺎ ﺗﺮﻛﻴﺒﻲ از اﻳﻨﻬﺎ ﺑﭙﻴﻤﺎﻳﺪ، ﺑﺎرج، ﻛﺎﻣﻴﻮن،ﻟﻮﻟﻪ 8.2.1.2 To minimize the danger of spills, odors, and dissemination of pathogens to the air, liquid sludges should be transported in closed vessels such as tank trucks, railroad tank cars, or covered tank barges. ﺑﺮاي ﺣﺪاﻗﻞ رﺳﺎﻧﺪن ﺧﻄﺮ ﭘﺎﺷﺶ و اﻧﺘﺸﺎر ﻋﻮاﻣﻞ2-1-2-8 Stabilized, dewatered sludges may be transferred in open vessels, such as dump trucks if permitted by the Company and allowed by the regulations. However, if the sludge is hauled long distances, the vessels should be covered. ﭼﻨﺎﻧﭽﻪ ﺷﺮﻛﺖ اﺟﺎزه دﻫﺪ و ﻗﻮاﻧﻴﻦ ﻣﺠﺎز ﺑﺪاﻧﻨﺪ ﻟﺠﻦﻫﺎي ﺗﺜﺒﻴﺖ ﻳﺎ آﺑﮕﻴﺮي ﺷﺪه ﻣﻤﻜﻦ اﺳﺖ در ﻣﺨﺎزن ﺳﺮﺑﺎز ﺗﻮﺳﻂ،ﺷﺪه ﺑﺎ اﻳﻦ وﺟﻮد اﮔﺮ ﻣﺨﺎزن ﻣﺴﺎﻓﺖ.ﻛﺎﻣﻴﻮﻧﻬﺎي زﺑﺎﻟﻪ ﻣﻨﺘﻘﻞ ﺷﻮﻧﺪ . ﺑﺎﻳﺪ ﻣﺨﺎزن داراي ﭘﻮﺷﺶ ﺑﺎﺷﻨﺪ،ﻃﻮﻻﻧﻲ را ﺑﭙﻴﻤﺎﻳﻨﺪ ﻟﺠﻦ ﻣﺎﻳﻊ ﺑﺎﻳﺴﺘﻲ در ﻣﺨﺎزن ﺳﺮﺑﺴﺘﻪ ﻣﺎﻧﻨﺪ،ﺑﻴﻤﺎري زا در ﻫﻮا ﻣﺨﺰن ﻛﺎﻣﻴﻮﻧﻬﺎ و ﻣﺨﺎزن راهآﻫﻦ ﻳﺎ ﻣﺨﺎزن ﭘﻮﺷﺶدار ﺣﻤﻞ .ﮔﺮدﻧﺪ ﺧﻂ ﻟﻮﻟﻪ2-2-8 8.2.2 Pipeline 8.2.2.1 In general, the energy requirements for long distance transportation of untreated sludges در ﻛﻞ ﺑﻪ ﺟﻬﺖ اﻟﺰاﻣﺎت اﻧﺮژي از ﺣﻤﻞ و ﻧﻘﻞ1-2-2-8 46 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) with a solids concentration of more than 6 percent shall be prohibitive. ﻟﺠﻦ ﻫﺎي ﺗﺼﻔﻴﻪ ﻧﺸﺪه در ﻣﺴﺎﻓﺖ ﻫﺎي ﻃﻮﻻﻧﻲ ﺑﺎ ﻏﻠﻈﺖ ﺑﻴﺶ . درﺻﺪ ﻣﻮاد ﺟﺎﻣﺪ ﺑﺎﻳﺪ ﺟﻠﻮﮔﻴﺮي ﺷﻮد6 از 8.2.2.2 Adequate flowrates in large diameter pipes shall be maintained to reduce the possibility of grit accumulation, grease build up in unlined pipes and other problems resulting from low flow conditions. ﻣﻴﺰان ﺟﺮﻳﺎن ﻛﺎﻓﻲ در ﻟﻮﻟﻪﻫﺎ ﺑﺎ ﻗﻄﺮﻫﺎي ﺑﺰرگ2-2-2-8 ﺑﺎﻳﺪ ﺣﻔﻆ ﺷﻮد ﺗﺎ ﺑﺎﻋﺚ ﻛﺎﻫﺶ اﺣﺘﻤﺎل ﺗﺠﻤﻊ ﻣﺎﺳﻪ ﺳﻨﮕﻬﺎ و ﮔﺮﻳﺲ در ﻟﻮﻟﻪ و ﻣﺸﻜﻼت دﻳﮕﺮ ﻧﺎﺷﻲ از ﺷﺮاﻳﻂ ﺟﺮﻳﺎن ﻛﻢ .ﺷﻮد ﻛﺎﻣﻴﻮن3-2-8 8.2.3 Truck 8.2.3.1 Trucking is the most flexible and most widely used method for transporting sludge. Either liquid or dewatered sludge may be hauled by truck to diverse destinations. ﻛﺎﻣﻴﻮن ﻗﺎﺑﻞ اﻧﻌﻄﺎفﺗﺮﻳﻦ و ﮔﺴﺘﺮدهﺗﺮﻳﻦ روش1-3-2-8 8.2.3.2 Trucking dewatered sludge is usually the most economical method for small to medium sized treatment facilities. ً ﺣﻤﻞ ﻟﺠﻦ آﺑﮕﻴﺮي ﺷﺪه ﺑﺎ ﻛﺎﻣﻴﻮن ﻣﻌﻤﻮﻻ2-3-2-8 ﻟﺠﻦ ﻣﺎﻳﻊ ﻳﺎ آﺑﮕﻴﺮي ﺷﺪه.ﺑﺮاي ﺣﻤﻞ و ﻧﻘﻞ ﻟﺠﻦ اﺳﺖ .ﻣﻴﺘﻮاﻧﺪ ﺗﻮﺳﻂ ﻛﺎﻣﻴﻮن ﺑﻪ ﻣﻘﺎﺻﺪ ﻣﺨﺘﻠﻒ اﻧﺘﻘﺎل ﻳﺎﺑﺪ ﺑﻬﺘﺮﻳﻦ روش اﻗﺘﺼﺎدي ﺑﺮاي ﺗﺎﺳﻴﺴﺎت ﺗﺼﻔﻴﻪ ﺑﺎ اﻧﺪازه ﻛﻮﭼﻚ .ﺗﺎ ﻣﺘﻮﺳﻂ ﻣﻲ ﺑﺎﺷﺪ ﺑﺎرج4-2-8 8.2.4 Barge 8.2.4.1 Barge transport is generally economical only for large facilities treating wastewater flows in excess of 15800 m³/h or in locations where one barge can serve several plants. Barges can also be used for carrying dewatered sludge in containers. ﺑﺎرج ﻣﻌﻤﻮﻻً ﺑﺮاي اﻧﺘﻘﺎل ﻣﺤﺼﻮﻻت ﻛﺎرﺧﺎﻧﺠﺎت1-4-2-8 8.2.4.2 Barging sludge for ocean disposal shall be prohibited. از دﻓﻊ ﻟﺠﻦ ﺑﺎرج ﻫﺎ در اﻗﻴﺎﻧﻮس ﺑﺎﻳﺪ ﻣﻤﺎﻧﻌﺖ2-4-2-8 m³/h15800 ﺑﺰرگ ﻛﻪ ﺟﺮﻳﺎن ﭘﺴﺎب ﺗﺼﻔﻴﻪ ﺷﺪه آن از ﺗﺠﺎوز ﻛﻨﺪ و ﻳﺎ در ﻣﻜﺎنﻫﺎﻳﻲ ﻛﻪ ﻣﺤﺼﻮل ﭼﻨﺪ ﻛﺎرﺧﺎﻧﻪ را ﻣﻲ ﻫﻤﭽﻨﻴﻦ ﺑﺎرج ﻫﺎ.ﺗﻮان ﺑﺎ ﻳﻚ ﺑﺎرج ﻣﻨﺘﻘﻞ ﻛﺮد اﻗﺘﺼﺎدي اﺳﺖ ﺑﺮاي ﺣﻤﻞ و ﻧﻘﻞ ﻇﺮوف ﻣﺤﺘﻮي ﻟﺠﻦ آﺑﮕﻴﺮي ﺷﺪه ﻧﻴﺰ ﻗﺎﺑﻞ .اﺳﺘﻔﺎده ﻫﺴﺘﻨﺪ .ﻛﺮد ﺧﻂ آﻫﻦ5-2-8 8.2.5 Rail 8.2.5.1 Rail transportation may be used for the sludges of any consistency, but those with high solids content are transported most economically. ﺧﻂ آﻫﻦ ﻣﻤﻜﻦ اﺳﺖ ﺑﺮاي ﻟﺠﻦ ﻫﺎﻳﻲ ﻛﻪ داراي1-5-2-8 8.2.5.2 The use of rail transportation for small quantities of sludges or for short distances is not justifiable economically. اﺳﺘﻔﺎده از ﺧﻂ آﻫـﻦ ﺑﺮاي ﻣﻘﺎدﻳﺮ ﻛــﻢ ﻟﺠﻦ و2-5-2-8 8.2.6 Environmental considerations in sludge transportation ﻣﻼﺣﻈﺎت زﻳﺴﺖ ﻣﺤﻴﻄﻲ در ﺣﻤﻞ و ﻧﻘﻞ ﻟﺠﻦ6-2-8 Environmental features such as air pollutant load, traffic, noise, etc. should be taken into consideration in sludge transportation. On a mass basis, the transportation mode than contributes the lowest pollutant load is piping. Next, in sequence, are barging and Unit train rail transportation. the highest pollutant load is from trucking. ﺻﺪا، ﺗﺮاﻓﻴﻚ،ﻋﻮاﻣﻞ زﻳﺴﺖ ﻣﺤﻴﻄﻲ از ﻗﺒﻴﻞ ﺗﻮان آﻟﻮدﮔﻲ ﻫﻮا از ﻧﻈﺮ.و ﻏﻴﺮه ﺑﺎﻳﺴﺘﻲ در اﻧﺘﻘﺎل ﻟﺠﻦ ﻣﻮرد ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮد ﻛﻤﺘﺮﻳﻦ آﻟﻮدﮔﻲ در اﻧﺘﻘﺎل ﺑﺎ ﻟﻮﻟﻪ اﺳﺖ و ﺑﻌﺪ از آن ﺑﻪ،وزﻧﻲ ﺗﺮﺗﻴﺐ ﺑﺎرج و واﺣﺪﻫﺎي ﺣﻤﻞ و ﻧﻘﻞ ﺑﺎ راهآﻫﻦ و ﺑﻴﺸﺘﺮﻳﻦ .آﻟﻮدﮔﻲ ﺗﻮﺳﻂ ﺣﻤﻞ ﺑﺎ ﻛﺎﻣﻴﻮن ﻣﻲ ﺑﺎﺷﺪ ﻫﺮﮔﻮﻧﻪ ﻏﻠﻈﺘﻲ ﻫﺴﺘﻨﺪ ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﺑﮕﻴﺮد وﻟﻲ ﺑﺮاي .اﻧﺘﻘﺎل ﻟﺠﻦﻫﺎي ﺑﺎ ﻣﺤﺘﻮﻳﺎت ﺟﺎﻣﺪات زﻳﺎد اﻗﺘﺼﺎديﺗﺮ اﺳﺖ .ﻣﺴﺎﻓﺖﻫﺎي ﻛﻮﺗﺎه ﻣﻨﻄﻘﺎً اﻗﺘﺼﺎدي ﻧﻤﻲﺑﺎﺷﺪ 47 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) ذﺧﻴﺮه ﺳﺎزي ﻟﺠﻦ3-8 8.3 Sludge Storage 8.3.1 General ﻋﻤﻮﻣﻲ1-3-8 Sludge that has been digested an aerobically before it is disposed of or used beneficially shall be stored. ﻟﺠﻨﻲ ﻛﻪ ﺑﻪ وﺳﻴﻠﻪ ﻓﺮآﻳﻨﺪ ﻏﻴﺮﻫﻮازي ﺗﺨﻤﻴﺮ ﺷﺪه ﻗﺒﻞ از دﻓﻊ .و ﻳﺎ اﺳﺘﻔﺎده ﺳﻮدﻣﻨﺪ ﺑﺎﻳﺪ ذﺧﻴﺮه ﮔﺮدد Storage of liquid sludge can be accomplished in sludge storage basins, and storage of dewatered sludge can be done on storage pads. ذﺧﻴﺮه ﻟﺠﻦ ﻣﺎﻳﻊ ﻣﻲﺗﻮاﻧﺪ در ﺣﻮﺿﭽﻪﻫﺎي ذﺧﻴﺮه ﻟﺠﻦ ﺻﻮرت ﮔﻴﺮد و ذﺧﻴﺮه ﻟﺠﻦﻫﺎي آﺑﮕﻴﺮي ﺷﺪه ﻣﻲ ﺗﻮاﻧﺪ ﺑﺼﻮرت .ﻻﻳﻪ اي اﻧﺠﺎم ﻣﻲﮔﻴﺮد ذﺧﻴﺮه ﺳﺎزي ﻟﺠﻦ و ﺣﻮﺿﭽﻪ ﻫﺎ2-3-8 8.3.2 Sludge storage and basins 8.3.2.1 If the basins are not loaded too heavily, provision of an aerobic surface layer through the growth of algae and by atmospheric reaeration shall be considered. Alternatively, surface aerators can be used to maintain aerobic conditions in the upper layers. ﻳﻚ ﻻﻳﻪ ﺳﻄﺢ، اﮔﺮ ﺣﻮﺿﭽﻪ ﻫﺎ ﺧﻴﻠﻲ ﭘﺮ ﻧﺒﺎﺷﻨﺪ1-2-3-8 8.3.2.2 The number of basins to be used should be sufficient to allow each basin to be out of service for a period of about six months. ﺗﻌﺪاد ﺣﻮﺿﭽﻪﻫﺎي ﻣﻮرد اﺳﺘﻔﺎده ﺑﺎﻳﺪ ﺑﻪ اﻧﺪازهاي2-2-3-8 8.3.2.3 The depth of the sludge storage basin should be 3 to 5 m. 3 ﻋﻤﻖ ﺣﻮﺿﭽﻪ ﻫﺎي ذﺧﻴﺮه ﻟﺠﻦ ﺑﺎﻳﺪ در ﺣﺪود3-2-3-8 ﻫﻮازي ﺗﻮﺳﻂ رﺷﺪ ﺟﻠﺒﻚ از ﻃﺮﻳﻖ ﻫﻮادﻫﻲ ﺟﻮي ﺑﺎﻳﺪ در ﻧﻈﺮ اﺳﺘﻔﺎده از ﻫﻮاده ﻫﺎي ﺳﻄﺤﻲ ﺑﺮاي، روش دﻳﮕﺮ.ﮔﺮﻓﺘﻪ ﺷﻮد .ﺗﺎﻣﻴﻦ ﺷﺮاﻳﻂ ﻫﻮادﻫﻲ در ﻻﻳﻪ ﻫﺎي ﺑﺎﻻﻳﻲ ﻣﻲ ﺑﺎﺷﺪ ﻣﺎه را6 ﺑﺎﺷﻨﺪ ﺗﺎ اﻣﻜﺎن ﺧﺮوج از ﻛﺎرﺑﺮي ﻫﺮ ﺣﻮﺿﭽﻪ ﺑﻪ ﻣﺪت .ﻓﺮاﻫﻢ ﻛﻨﺪ . ﻣﺘﺮ ﺑﺎﺷﺪ5 ﺗﺎ ذﺧﻴﺮه ﺳﺎزي ﻻﻳﻪ اي ﻟﺠﻦ3-3-8 8.3.3 Sludge storage pads 8.3.3.1 Where dewatered sludge has to be stored prior to land application, sufficient storage area should be provided based on the number of consecutive days that sludge hauling could occur without applying sludge to land. Allowances also have to be made for paved access and for area to maneuver the sludge-hauling trucks, loaders, and application vehicles. در ﺻﻮرﺗﻲ ﻛﻪ ﻟﺠﻦ آﺑﮕﻴﺮي ﺷﺪه ﻗﺒﻞ از دﻓﻊ در1-3-3-8 8.3.3.2 The storage pads should be constructed of concrete or bituminous concrete and designed to withstand the truck loadings and sludge piles. ذﺧﻴﺮه ﺳﺎزي ﻻﻳﻪ ﻫﺎ ﺑﺎﻳﺪ از ﺑﺘﻦ ﻳﺎ ﺑﺘﻦ ﻗﻴﺮاﻧﺪود2-3-3-8 8.3.3.3 Provisions for leachate and stormwater collection and disposal shall be considered. ﺗﻤﻬﻴﺪات ﺑﺮاي ﺟﻤﻊ آوري آب ﺷﺴﺘﺸﻮ و3-3-3-8 ﻻزم اﺳﺖ ﻣﺴﺎﺣﺖ ﻛﺎﻓﻲ ﺑﺮاﺳﺎس ﺗﻌﺪاد،زﻣﻴﻦ ﺑﺎﻳﺪ اﻧﺒﺎر ﺷﻮد ﺑﺪون،روزﻫﺎي ﻣﺘﻮاﻟﻲ ﻛﻪ ﻓﺮآﻳﻨﺪ ﺣﻤﻞ ﻟﺠﻦ ﻫﺎ اداﻣﻪ دارد راه ﻋﺒﻮر ﻛﺎﻓﻲ. وﺟﻮد داﺷﺘﻪ ﺑﺎﺷﺪ،رﻳﺨﺘﻦ ﻟﺠﻦ روي زﻣﻴﻦ ﻟﻮدر و وﺳﺎﻳﻞ،ﺑﺮاي دﺳﺘﺮﺳﻲ و ﻣﺎﻧﻮر ﻛﺎﻣﻴﻮنﻫﺎي ﺣﻤﻞ ﻟﺠﻦ .ﻧﻘﻠﻴﻪ ﺑﺎﻳﺪ ﺗﻌﺒﻴﻪ ﺷﻮد ﺳﺎﺧﺘﻪ ﺷﺪه و ﻃﻮري ﻃﺮاﺣﻲ ﺷﻮﻧﺪ ﻛﻪ ﺗﺤﻤﻞ ﺑﺎرﮔﺬاري .ﻛﺎﻣﻴﻮن و ﺗﻮده ﻟﺠﻦ را داﺷﺘﻪ ﺑﺎﺷﻨﺪ .ﺳﻴﻼب و دﻓﻊ آن ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد 8.4 Final Disposal دﻓﻊ ﻧﻬﺎﻳﻲ4-8 8.4.1 General ﻋﻤﻮﻣﻲ1-4-8 ﺑﺎﻳﺪ، ﺑﺮاي دﻓﻊ ﻧﻬﺎﻳﻲ ﻟﺠﻦ و ﺟﺎﻣﺪات ﻏﻴﺮﺳﻮدﻣﻨﺪ1-1-4-8 8.4.1.1 Final disposal for the sludge and solids that are not beneficially used usually involves some form of land disposal.Ocean disposal of sludge shall be prohibited. از ﺑﺮﺧﻲ اﻧﻮاع دﻓﻦ زﻣﻴﻨﻲ اﺳﺘﻔﺎده ﻛﺮد و از دﻓﻊ ﻟﺠﻦ در .اﻗﻴﺎﻧﻮﺳﻬﺎ ﺑﺎﻳﺪ ﺟﻠﻮﮔﻴﺮي ﺷﻮد 48 Feb. 2010/ 1388 ﺑﻬﻤﻦ 8.4.1.2 As in the case of land application of sludge, the regulations for other methods of sludge disposal shall be required close attention and reviewed when planning and designing sludge disposal facilities. IPS-E-PR-735(1) ﺑﺎﻳﺪ ﻣﻘﺮرات ﺳﺎﻳﺮ، ﻣﺎﻧﻨﺪ ﻛﺎرﺑﺮد زﻣﻴﻨﻲ ﻟﺠﻦ2-1-4-8 روﺷﻬﺎي دﻓﻊ ﻟﺠﻦ در ﻣﻮﻗﻊ ﺑﺮﻧﺎﻣﻪ رﻳﺰي و ﻃﺮاﺣﻲ ﺗﺠﻬﻴﺰات .دﻓﻊ ﻟﺠﻦ ﺑﺪﻗﺖ ﻣﻮرد ﺗﻮﺟﻪ ﻗﺮار ﮔﻴﺮﻧﺪ دﻓﻦ ﻛﺮدن در زﻣﻴﻦ2-4-8 8.4.2 Landfilling 8.4.2.1 If a suitable site is convenient, landfill can be used for disposal of sludge, grease, grit, and other solids. Stabilization may be required depending on state or local regulations. اﮔﺮ ﻳﻚ ﻣﻜﺎن ﻣﻨﺎﺳﺐ ﻗﺎﺑﻞ دﺳﺘﺮس ﺑﺎﺷﺪ ﻣﻲﺗﻮان1-2-4-8 8.4.2.2 Dewatering of sludge shall be required to reduce the volume to be transported and to control the generation of leachate from the landfill. آﺑﮕﻴﺮي از ﻟﺠﻦ ﺑﻪ ﻣﻨﻈﻮر ﻛﺎﻫﺶ ﺣﺠﻢ در ﺣﻤﻞ2-2-4-8 8.4.2.3 In a true sanitary landfill, the wastes shall be deposited in a designated area, compacted in place with a tractor or roller, and covered with a 30 cm layer of clean soil. ﺿﺎﻳﻌﺎت، در دﻓﻦ ﻛﺮدن ﺻﺤﻴﺢ ﺿﺎﻳﻌﺎت ﺑﻬﺪاﺷﺘﻲ3-2-4-8 8.4.2.4 Special attention shall be made to minimization of the nuisance conditions such as odors and flies. ﺗﻮﺟﻪ ﺧﺎص ﺑﺎﻳﺪ ﺑﺮاي ﺑﻪ ﺣﺪاﻗﻞ رﺳﺎﻧﺪن ﺷﺮاﻳﻂ4-2-4-8 8.4.2.5 In selecting a land disposal site, consideration must be given to: در اﻧﺘﺨﺎب ﻣﻜﺎن دﻓﻊ ﻣﻮرد ﻧﻈﺮ ﺑﺎﻳﺪ ﻣﻼﺣﻈﺎت5-2-4-8 a) ﮔﺮﻳﺲ و ﺳﻨﮓرﻳﺰه و دﻳﮕﺮ ﺟﺎﻣﺪات،از آن ﺑﺮاي دﻓﻊ ﻟﺠﻦ اﺳﺘﻔﺎده ﻛﺮد ﻛﻪ ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﻗﻮاﻧﻴﻦ ﻛﺸﻮري و ﻣﺤﻠﻲ ﻣﻤﻜﻦ .اﺳﺖ ﺗﺜﺒﻴﺖ ﺳﺎزي ﻣﻮرد ﻧﻴﺎز ﺑﺎﺷﺪ و ﻧﻘﻞ و ﻛﻨﺘﺮل ﺗﻮﻟﻴﺪ آب ﺟﺪاﺷﺪه ﺣﺎﺻﻞ از دﻓﻦ ﻟﺠﻦ ﺿﺮوري .ﻣﻴﺒﺎﺷﺪ ﺑﺎﻳﺪ در ﻣﻜﺎن ﻣﻮرد ﻧﻈﺮ ﺗﺨﻠﻴﻪ و ﺑﻪ وﺳﻴﻠﻪ ﻏﻠﺘﻚ ﻳﺎ ﺗﺮاﻛﺘﻮر ﻣﺘﺮاﻛﻢ ﺳﺎﻧﺘﻲ ﻣﺘﺮ ﭘﻮﺷﺶ داده30 ﺷﺪه و ﺑﺎ ﻳﻚ ﻻﻳﻪ ﺧﺎك ﺗﻤﻴﺰ ﺑﻪ ﻋﻤﻖ .ﺷﻮﻧﺪ .ﻧﺎﻣﻄﻠﻮب ﻣﺎﻧﻨﺪ ﺑﻮﻫﺎ و ﻣﮕﺲ ﻫﺎ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد :زﻳﺮ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد Environmentally sensitive areas such as wetlands, flood plains, recharge zones for aquifers, and habitats for endangered pecies; b) Run-off control to surface water; c) Groundwater protection; d) Air pollution from dust, particles, and odors; e) Disease vectors;, f) Safety as related to toxic materials, fires, and access. اﻟﻒ( ﻣﻨﺎﻃﻖ ﺣﺴﺎس ﻣﺤﻴﻂ زﻳﺴﺘﻲ ﻣﺎﻧﻨﺪ زﻣﻴﻦ ﻫﺎي ، ﻣﻨﺎﻃﻖ ﺗﻐﺬﻳﻪ ﺳﻔﺮه آب، ﻣﺴﻴﻞﻫﺎ،ﻣﺮﻃﻮب زﻳﺴﺘﮕﺎه ﻣﻮﺟﻮدات در ﺧﻄﺮ؛ ب ( ﻛﻨﺘﺮل ورود آﺑﻬﺎي ﺟﺎري ﺑﻪ آﺑﻬﺎي ﺳﻄﺤﻲ؛ ج ( ﻣﺤﺎﻓﻈﺖ از آﺑﻬﺎي زﻳﺮزﻣﻴﻨﻲ؛ د ( آﻟﻮدﮔﻲ ﺣﺎﺻﻞ از ﮔﺮد و ﺧﺎك و ذرات و ﺑﻮﻫﺎ؛ ﻫ( ﻧﺎﻗﻞﻫﺎي ﺑﻴﻤﺎري ؛ آﺗﺶ ﺳﻮزي ﻫﺎ و،و ( اﻳﻤﻨﻲ در راﺑﻄﻪ ﺑﺎ ﻣﻮاد ﺳﻤﻲ .ﻣﺴﻴﺮﻫﺎي دﺳﺘﺮﺳﻲ 8.4.2.6 Trucks carrying wet sludge and grit should be able to reach the site without passing through heavily populated areas or business districts. ﻛﺎﻣﻴﻮﻧﻬﺎي ﺣﺎﻣﻞ ﻟﺠﻦ ﻫﺎي ﺧﻴﺲ و ﺳﻨﮓ رﻳﺰه6-2-4-8 ﺑﺎﻳﺪ ﻗﺎدر ﺑﺎﺷﻨﺪ ﺑﺪون ﮔﺬر از ﻣﻨﺎﻃﻖ ﭘﺮ ﺟﻤﻌﻴﺖ و ﻧﻮاﺣﻲ .ﺗﺠﺎري ﺑﻪ ﻣﺤﻞ ﺑﺮﺳﻨﺪ 49 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) ﺳﺎﺧﺖ ﺣﻮﺿﭽﻪ ﻫﺎي ﺳﻄﺤﻲ3-4-8 8.4.3 Lagooning For lagooning, reference should also be made to Article 7.9.8 of this Standard. اﻳﻦ8-9-7 ﺑﺮاي ﺣﻮﺿﭽﻪ ﺳﻄﺤﻲ ﺳﺎزي ﺑﺎﻳﺪ ﺑﻪ ﭘﺎراﮔﺮاف . اﺳﺘﺎﻧﺪارد ﻣﺮاﺟﻌﻪ ﺷﻮد 8.4.3.1 Lagooning is economical if the treatment plant is in a remote location. در ﺻﻮرﺗﻲ ﻛﻪ ﻛﺎرﺧﺎﻧﻪ ﺗﺼﻔﻴﻪ در ﻳﻚ ﻣﻜﺎن دور1-3-4-8 8.4.3.2 Excess liquid from the lagoon, if there is any, shall be returned to the plant for treatment. ﻣﺎﻳﻌﺎت اﺿﺎﻓﻲ ﺗﺎﻻبﻫﺎ در ﺻﻮرت وﺟﻮد ﺑﺎﻳﺪ ﺑﺮاي2-3-4-8 8.4.3.3 Lagoons should be located away from the roads, highways and dwellings to minimize possible nuisance conditions and should be fenced to keep out unauthorized persons. ﺑﺮاي ﺑﻪ ﺣﺪاﻗﻞ رﺳﺎﻧﺪن ﺷﺮاﻳﻂ ﻣﺰاﺣﻢ اﺣﺘﻤﺎﻟﻲ3-3-4-8 8.4.3.4 Subsurface drainage and percolation should be investigated to determine if the underlying groundwater will be affected. ﺗﺮاوش و ﻓﺮورﻓﺖ ﺑﺎﻳﺴﺘﻲ ﺑﺮرﺳﻲ ﺷﻮد ﺗﺎ اﺛﺮ آﻧﻬﺎ4-3-4-8 8.4.3.5 The lagoon shall be lined, if excessive percolation is a problem or if regulations require leachate control. اﮔﺮ ﻣﺸﻜﻞ ﻓﺮورﻓﺖ زﻳﺎد ﺑﺎﺷﺪ ﻳﺎ ﻣﻘﺮرات ﻛﻨﺘﺮل5-3-4-8 .ﺑﺎﺷﺪ ﺳﺎﺧﺖ ﺣﻮﺿﭽﻪ ﺳﻄﺤﻲ ﻣﻘﺮون ﺑﻪ ﺻﺮﻓﻪ اﺳﺖ .ﺗﺼﻔﻴﻪ ﺑﻪ ﻛﺎرﺧﺎﻧﻪ ﺑﺎزﮔﺮداﻧﺪه ﺷﻮﻧﺪ ﺣﻮﺿﭽﻪ ﻫﺎي ﺳﻄﺤﻲ ﺑﺎﻳﺪ دور از ﺟﺎده ﻫﺎ و اﺗﻮﺑﺎن ﻫﺎ و ﻣﺤﻞ ﺗﺎ از.ﻣﺴﻜﻮﻧﻲ ﺑﺎﺷﺪ و ﺑﺎﻳﺪ دور آﻧﻬﺎ ﺣﻔﺎظ وﺟﻮد داﺷﺘﻪ ﺑﺎﺷﺪ .ورود اﻓﺮاد ﻏﻴﺮﻣﺴﺌﻮل ﺟﻠﻮﮔﻴﺮي ﺷﻮد .ﺑﺮ آﺑﻬﺎي زﻳﺮ ﺳﻄﺤﻲ ﺗﻌﻴﻴﻦ ﮔﺮدد آب ﺷﺴﺘﺸﻮ ﺧﺎك را اﻟﺰاﻣﻲ ﻛﻨﺪ ﺣﻮﺿﭽﻪ ﺳﻄﺤﻲ ﺑﺎﻳﺪ آﺳﺘﺮ .ﺷﻮﻧﺪ ﺳﻮزاﻧﺪن5-8 8.5 Incineration For incineration, reference should also be made to thermal reduction process applications outlined in Article 7.11.2 above. ﺑﺮاي ﺳﻮزاﻧﺪن ﺑﻪ ﻛﺎرﺑﺮدﻫﺎي ﻓﺮآﻳﻨﺪي اﺣﻴﺎي ﺣﺮارﺗﻲ ﺷﺮح . ﻓﻮق ﻣﺮاﺟﻌﻪ ﺷﻮد2-11-7 داده ﺷﺪه در ﺑﻨﺪ 8.5.1 Incinerators are generally limited to situations where adequate land for disposal of raw wastes is limited, or where land disposal or other procedures are impractical. آﺷﻐﺎل ﺳﻮزﻫﺎ ﻋﻤﻮﻣﺎ ﻣﺤﺪود ﺑﻪ ﺷﺮاﻳﻄﻲ ﻫﺴﺘﻨﺪ ﻛﻪ1-5-8 8.5.2 The chief advantage of incineration is reduction of waste containing organic matter to a relatively small volume of inert material. The chief disadvantage is the high initial cost and operating cost. ﻣﺰﻳﺖ اﺻﻠﻲ اﻳﻦ روش ﻛﺎﻫﺶ ﻣﻮاد زاﺋﺪ آﻟﻲ ﺣﺎوي2-5-8 8.5.3 Steam generation shall be considered if feasible and economically justified. ﺗﻮﻟﻴﺪ ﺑﺨﺎر آب ﻧﻴﺰ اﮔﺮ ﻋﻤﻠﻲ و ﻣﻘﺮون ﺑﻪ ﺻﺮﻓﻪ3-5-8 8.5.4 Air pollution regulations for smoke, fly ash, or hydrocarbon content of stack gases must be considered in the design stage. ﺧﺎﻛﺴﺘﺮ، ﺑﺠﻬﺖ دود، ﻣﻘﺮرات ﻣﺮﺑﻮط ﺑﻪ آﻟﻮدﮔﻲ ﻫﻮا4-5-8 زﻣﻴﻦ ﻛﺎﻓﻲ ﺑﺮاي دﻓﻊ ﺿﺎﻳﻌﺎت ﺧﺎم ﻧﺒﻮده ﻳﺎ دﻓﻊ زﻣﻴﻨﻲ ﻳﺎ .دﻳﮕﺮ روش ﻫﺎ ﻋﻤﻠﻲ ﻧﺒﺎﺷﺪ ﻣﻮاد ﻧﺴﺒﺖ ﺑﻪ ﺣﺠﻢ ﻛﻢ ﻣﻮاد ﺑﻲ اﺛﺮ اﺳﺖ و ﻋﻴﺐ اﺻﻠﻲ اﻳﻦ .روش ﻫﺰﻳﻨﻪ ﺑﺎﻻي ﺳﺮﻣﺎﻳﻪ ﮔﺬاري اوﻟﻴﻪ و ﻋﻤﻠﻴﺎﺗﻲ آن اﺳﺖ .ﺑﺎﺷﺪ ﺑﺎﻳﺪ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮد ﻳﺎ ﻫﻴﺪروﻛﺮﺑﻦﻫﺎي ﻣﻮﺟﻮد در ﮔﺎزﻫﺎي دودﻛﺶ ﺑﺎﻳﺴﺘﻲ، ﺑﺎدي .در ﻃﺮاﺣﻲ در ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﺷﻮﻧﺪ 8.5.5 Incinerator feeds should be limited to solid or semisolid paste like materials of low moisture content. Slurry type sludges, such as oil-water separator sludge and tank bottoms, can be ﺧﻮراكﻫﺎي آﺷﻐﺎل ﺳﻮز ﺑﺎﻳﺴﺘﻲ ﻣﺤﺪود ﺑﻪ ﺟﺎﻣﺪات5-5-8 .ﺑﺎ ﺷﺒﻪ ﺟﺎﻣﺪات ﻣﺎﻧﻨﺪ ﻣﻮاد ﺧﻤﻴﺮي داراي رﻃﻮﺑﺖ ﻛﻢ ﺑﺎﺷﻨﺪ ﻟﺠﻦ ﻫﺎي از ﻧﻮع دوﻏﺎب ﻣﺎﻧﻨﺪ ﻟﺠﻦ دﺳﺘﮕﺎﻫﻬﺎي ﺟﺪاﻛﻨﻨﺪه 50 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) dewatered and deoiled by centrifugation or filteration to produce a solids cake suitable for incineration. ﻧﻔﺖ و ﻟﺠﻦ ﻛﻒ ﻣﺨﺎزن ﺑﻪ وﺳﻴﻠﻪ ﻧﻴﺮوي ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﻳﺎ،آب ﺻﺎف ﻛﺮدن آﺑﮕﻴﺮي ﺷﺪه و ﻣﻴﺘﻮاﻧﻨﺪ ﻛﻴﻚ ﺟﺎﻣﺪ ﺑﺮاي .ﺳﻮزاﻧﺪن را ﺗﻮﻟﻴﺪ ﻛﻨﻨﺪ 8.5.6 Cake can be transported by belt, screw, or ribbon conveyors to a skip hoist which will elevate the cake to a charge hopper, Other solids including relatively dry spent clay, trash, rubbish, and garbage in trucks can be charged directly to the feed hopper from a truck ramp or indirectly using clam shell equipment. Liquid wastes can be burned with appropriate burners in the firebox. ﻣﻴﻠﻪ ﻣﺎرﭘﻴﭽﻲ ﻳﺎ ﻧﻮار ﻧﻘﺎﻟﻪ، ﻛﻴﻚ ﻣﻴﺘﻮاﻧﺪ ﺗﻮﺳﻂ ﺗﺴﻤﻪ6-5-8 8.5.7 Special attention shall be made to provide water scrubbers or cyclone separators if required by air pollution regulations. ﺗﻌﺒﻴﻪ ﻋﺎري، در ﺻﻮرﺗﻲ ﻛﻪ ﻗﻮاﻧﻴﻦ آﻟﻮدﮔﻲ ﻫﻮا اﻟﺰام ﻧﻤﺎﻳﺪ7-5-8 8.5.8 A smoke monitor and alarm shall be provided. . ﻧﺸﺎﻧﮕﺮ و ﻫﺸﺪار دﻫﻨﺪه دود ﺑﺎﻳﺪ ﺗﻌﺒﻴﻪ ﮔﺮدﻧﺪ8-5-8 8.5.9 Stacks shall be sufficiently elevated to disperse the gases and to avoid concentrations of contaminants, such as sulphur dioxide, at high ground levels. دودﻛﺶ ﻫﺎ ﺑﺎﻳﺪ ﺑﻪ اﻧﺪازه ﻛﺎﻓﻲ ﺑﺮاي ﻣﺘﻔﺮق ﻛﺮدن9-5-8 ﮔﺎزﻫﺎ و ﺑﺮاي اﺟﺘﻨﺎب از ﺗﺠﻤﻊ ﻣﻮاد آﻟﻮدهﻛﻨﻨﺪه ﻣﺎﻧﻨﺪ دي . ﺑﻠﻨﺪ ﺑﺎﺷﻨﺪ،اﻛﺴﻴﺪ ﮔﻮﮔﺮد و در ﺳﻄﻮح ﻣﺮﺗﻔﻊ زﻣﻴﻦ 8.5.10 The incinerators can be equipped with multiple or single hearth (see 7.11.2.1 of this Standard). آﺷﻐﺎل ﺳﻮزﻫﺎ ﻣﻲ ﺗﻮاﻧﻨﺪ ﺑﻪ ﻳﻚ ﻳﺎ ﭼﻨﺪ آﺗﺶ دان10-5-8 .( اﻳﻦ اﺳﺘﺎﻧﺪارد دﻳﺪه ﺷﻮد1-2-11-7 ) ﺑﺨﺶ.ﻣﺠﻬﺰ ﮔﺮدﻧﺪ ﺣﻤﻞ و ﺑﻮﺳﻴﻠﻪ ﻳﻚ ﺑﺎﻻﺑﺮ ﻛﻴﻚ را ﺑﺪاﺧﻞ ﻣﺨﺰن ﻗﻴﻔﻲ ﺧﻮراك ذرات، آﺷﻐﺎل، ﺟﺎﻣﺪات دﻳﮕﺮ ﺷﺎﻣﻞ ﮔﻞ ﻧﺴﺒﺘﺎً ﺧﺸﻚ. ﺣﻤﻞ ﻣﻴﻜﻨﺪ ﺧﺎﻛﺮوﺑﻪ داﺧﻞ ﻛﺎﻣﻴﻮن ﻣﺴﺘﻘﻴﻤﺎً ﻳﺎ ﻏﻴﺮ ﻣﺴﺘﻘﻴﻢ ﺗﻮﺳﻂ، زﺑﺎﻟﻪ ﺑﻪ ﻣﺨﺰن ﻗﻴﻔﻲ ﺧﻮراك ﺑﺎرﮔﻴﺮي ﻣﻴﺸﻮد.ﺗﺠﻬﻴﺰات داراي ﭼﻨﮕﺎل ﺿﺎﻳﻌﺎت ﻣﺎﻳﻊ ﻣﻲﺗﻮاﻧﻨﺪ در ﻣﺤﻔﻈﻪ اﺣﺘﺮاق ﺑﺎ ﻣﺸﻌﻞﻫﺎي ﻣﻨﺎﺳﺐ .ﺳﻮزاﻧﺪه ﺷﻮد ﺳﺎزﻫﺎي آﺑﻲ ﻳﺎ ﺟﺪاﻛﻨﻨﺪه ﺳﻴﻜﻠﻮﻧﻲ ﺑﺎﻳﺪ ﻣﻮرد ﺗﻮﺟﻪ ﺧﺎص ﻗﺮار .ﮔﻴﺮد ﺣﻤﻞ و دﻓﻊ ﺧﺎﻛﺴﺘﺮ6-8 8.6 Ash Handling and Disposal The ash may or may not be wetted by a water spray as it is removed. The ash can be dropped into a pit and removed by an elevating device to a hopper which is emptied into a truck when required. Ash may be used for road, fire bank, and tank foundation construction. ﺧﺎﻛﺴﺘﺮﻫﺎ ﻣﻤﻜﻦ اﺳﺖ در ﻫﻨﮕﺎم دﻓﻊ ﺧﺸﻚ ﺑﺎﺷﻨﺪ ﻳﺎ ﺑﺎ ﺧﺎﻛﺴﺘﺮ ﻣﻲﺗﻮاﻧﺪ ﺑﻪ داﺧﻞ ﭼﺎﻟﻪ اﻓﺘﺎده.اﺳﭙﺮي آب ﺧﻴﺲ ﺷﻮﻧﺪ از ﻣﺤﻔﻈﻪ ﺑﻪ وﺳﻴﻠﻪ دﺳﺘﮕﺎﻫﻬﺎي ﺑﺎﻻﺑﺮﻧﺪه در ﺻﻮرت ﻧﻴﺎز ﺑﻪ .ﻳﻚ ﻣﺨﺰن ﻗﻴﻔﻲ و از آﻧﺠﺎ ﺑﻪ داﺧﻞ ﻛﺎﻣﻴﻮن ﺧﺎﻟﻲ ﺷﻮﻧﺪ ﺧﺎﻛﺴﺘﺮ ﻣﻤﻜﻦ اﺳﺖ ﺑﺮاي ﺟﺎده ﻫﺎ و ﻣﺤﻔﻈﻪ اﺣﺘﺮاق و ﺳﺎﺧﺖ .ﭘﻲ ﺑﺘﻨﻲ )ﻓﻮﻧﺪاﺳﻴﻮن( ﻣﺨﺰن ﻣﻮرد اﺳﺘﻔﺎده ﻗﺮار ﮔﻴﺮد 51 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) APPENDICES ﭘﻴﻮﺳﺖﻫﺎ APPENDIX A ﭘﻴﻮﺳﺖ اﻟﻒ TABLE A.1 - SOURCES OF SOLIDS AND SLUDGE FROM A CONVENTIONAL WASTE WATER TREATMENT PLANT .ﻣﻨﺎﺑﻊ ﺟﺎﻣﺪات و ﻟﺠﻦ ﻫﺎي ﺣﺎﺻﻞ از ﻳﻚ واﺣﺪ ﻣﺘﺪاول ﺗﺼﻔﻴﻪ ﭘﺴﺎب-1-ﺟﺪول اﻟﻒ UNIT OPERATION OR PROCESS واﺣﺪ ﻋﻤﻠﻴﺎﺗﻲ ﻳﺎ ﻓﺮآﻳﻨﺪي TYPES OF SOLIDS OR SLUDGE ﻧﻮع ﻟﺠﻦ ﻳﺎ ﺟﺎﻣﺪات Screening Coarse solids ﻏﺮﺑﺎل ﻛﺮدن ﺟﺎﻣﺪات درﺷﺖ REMARKS ﻣﻼﺣﻈﺎت Coarse solids are removed by mechanical and handcleaned bar screens. In small plants, screenings are often comminuted for removal in subsequent treatment Units. ﻏﺮﺑﺎل ﻛﺮدن ﺑﻌﺪ از ﺧﺮد، در واﺣﺪﻫﺎي ﻛﻮﭼﻚ.ﺟﺎﻣﺪات درﺷﺖ ﺗﻮﺳﻂ ﻏﺮﺑﺎﻟﻬﺎي ﻣﻴﻠﻪاي ﻣﻜﺎﻧﻴﻜﻲ و دﺳﺘﻲ ﺣﺬف ﻣﻲ ﺷﻮﻧﺪ .ﻛﺮدن در واﺣﺪﻫﺎي ﺗﺼﻔﻴﻪ ﺑﻌﺪي ﻗﺮار دارد Grit removal Grit and scum ﺣﺬف ﺷﻦ Pre-aeration Grit and scum ﭘﻴﺶ ﻫﻮازﻧﻲ Primary sedimentation ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ Scum removal facilities are often omitted in grit removal facilities. ﺷﻦ و ﺗﻔﺎﻟﻪ روي ﺳﻄﺢ ﺷﻦ و ﺗﻔﺎﻟﻪ روي ﺳﻄﺢ . ﺗﺎﺳﻴﺴﺎت دﻓﻊ ﻛﻒ اﻏﻠﺐ در ﺗﺎﺳﻴﺴﺎت دﻓﻊ ﺷﻦ ﺣﺬف ﻣﻲ ﮔﺮدﻧﺪ In some plants, scum removal facilities are not provided in pre-aeration tanks. If the preaeration tanks are not preceded by grit removal facilities, grit deposition may occur in preaeration tanks. ﺗﺎﺳﻴﺴﺎت ﺣﺬف ﻛﻒ در ﻣﺨﺎزن ﭘﻴﺶ ﻫﻮادزﻧﻲ وﺟﻮد ﻧﺪارد اﮔﺮ ﻣﺨﺎزن ﭘﻴﺶ ﻫﻮازﻧﻲ ﻗﺒﻞ از ﺗﺎﺳﻴﺴﺎت، در ﺑﻌﻀﻲ از واﺣﺪﻫﺎ . ﺗﻪ ﻧﺸﻴﻨﻲ ﺷﻦ ﻣﻤﻜﻦ اﺳﺖ در ﻣﺨﺎزن ﭘﻴﺶ ﻫﻮازﻧﻲ رخ دﻫﺪ. ﺣﺬف ﺷﻦ ﻣﻮﺟﻮد ﻧﺒﺎﺷﺪ Primary sludge and scum ﻟﺠﻦ و ﺗﻔﺎﻟﻪ روي ﺳﻄﺢ اوﻟﻴﻪ Quantities of sludge and scum depend upon the nature of the collection system and whether industrial wastes are discharged to the system. .ﻣﻘﺪار ﻟﺠﻦ و ﻛﻒ ﺑﺴﺘﮕﻲ ﺑﻪ ﻣﺎﻫﻴﺖ ﺳﺎﻣﺎﻧﻪ ﺟﻤﻊ آوري و ﻣﺎﻫﻴﺖ ﺿﺎﻳﻌﺎت ﺻﻨﻌﺘﻲ ورودي ﺑﻪ ﺳﺎﻣﺎﻧﻪ ﺗﺨﻠﻴﻪ دارد Biological treatment ﺗﺼﻔﻴﻪ ﺑﻴﻮﻟﻮژﻳﻜﻲ Suspended solids ﺟﺎﻣﺪات ﻣﻌﻠﻖ Suspended solids are produced by the biological conversion of BOD. Some form of thickening may be required to concentrate the waste sludge stream from biological treatment. ﺑﺮﺧﻲ از اﻧﻮاع ﺗﻐﻠﻴﻆ ﺳﺎزي ﻣﻤﻜﻦ اﺳﺖ ﻻزم ﺑﺎﺷﺪ ﺗﺎ ﺟﺮﻳﺎن ﺿﺎﻳﻌﺎت. ﺗﻮﻟﻴﺪ ﻣﻴﺸﻮﻧﺪBOD ﺟﺎﻣﺪات ﻣﻌﻠﻖ در ﺗﺒﺪﻳﻞ ﺑﻴﻮﻟﻮژﻳﻜﻲ . ﻟﺠﻦ در ﺗﺼﻔﻴﻪ ﺑﻴﻮﻟﻮژﻳﻜﻲ را ﻏﻠﻴﻆ ﻧﻤﺎﻳﺪ Secondary sedimentation ﺗﻪ ﻧﺸﻴﻨﻲ ﺛﺎﻧﻮﻳﻪ Secondary sludge and Scum ﻟﺠﻦ ﺛﺎﻧﻮﻳﻪ و ﻛﻒ Provision for scum removal from secondary settling tanks is a requirement of the US Environmental Protection Agency (EPA). . ( ﻣﻲ ﺑﺎﺷﺪEPA) ﺗﻤﻬﻴﺪات ﺑﺮاي ﺣﺬف ﻛﻒ از ﻣﺨﺎزن ﺗﻪ ﻧﺸﻴﻨﻲ ﺛﺎﻧﻮﻳﻪ از اﻟﺰاﻣﺎت آژاﻧﺲ ﺣﻔﺎﻇﺖ از ﻣﺤﻴﻂ زﻳﺴﺖ آﻣﺮﻳﻜﺎ Sludge-processing facilities ﺗﺎﺳﻴﺴﺎت ﺗﺼﻔﻴﻪ ﻟﺠﻦ Sludge, compost ,and Ashes ﻛﻮد و ﺧﺎﻛﺴﺘﺮ،ﻟﺠﻦ The characteristics of the end products depend on the characteristics of the sludge being treated and the operations and processes used. Regulations for the disposal of residuals are becoming increasingly stringent. ﻣﻘﺮرات ﺑﺮاي.ﺧﻮاص ﻣﺤﺼﻮﻻت ﻧﻬﺎﻳﻲ ﺑﺴﺘﮕﻲ ﺑﻪ ﺧﻮاص ﻟﺠﻨﻲ ﻛﻪ ﺗﺼﻔﻴﻪ ﻣﻴﺸﻮد و ﻋﻤﻠﻴﺎت و ﻓﺮآﻳﻨﺪﻫﺎي ﻣﻮرد اﺳﺘﻔﺎده دارد . دﻓﻊ ﺗﻪ ﻣﺎﻧﺪه ﻣﺮﺗﺒﺎً ﺳﺨﺘﺮ ﻣﻴﺸﻮﻧﺪ 52 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) ﭘﻴﻮﺳﺖ ب APPENDIX B ﻧﻤﻮﻧﻪ ﻣﺸﺨﺼﺎت ﺟﺎﻣﺪات و ﻟﺠﻦ ﻫﺎ TYPICAL CHARACTERISTICS OF SOLIDS AND SLUDGE TABLE B.1 - CHARACTERISTICS OF SOLIDS AND SLUDGE PRODUCED DURING WASTE WATER TREATMENT . ﻣﺸﺨﺼﺎت ﺟﺎﻣﺪات و ﻟﺠﻦ ﻫﺎي ﺗﻮﻟﻴﺪ ﺷﺪه در ﻓﺮآﻳﻨﺪ ﺗﺼﻔﻴﻪ ﭘﺴﺎب1-ﺟﺪول ب SOLID OR SLUDGE DESCRIPTION ﺟﺎﻣﺪ ﻳﺎ ﻟﺠﻦ ﺗﻮﺿﻴﺤﺎت Screenings ﻏﺮﺑﺎل ﺷﺪه ﻫﺎ Screenings include all types of organic and inorganic materials large enough to be removed on bar racks. The organic content varies, depending on the nature of the system and the season of the year. ﻣﻘﺪار ﻣﻮاد آﻟﻲ.ﻏﺮﺑﺎل ﺷﺪه ﻫﺎ ﺷﺎﻣﻞ اﻧﻮاع ﻣﻮاد آﻟﻲ و ﻣﻌﺪﻧﻲ ﺑﻪ ﺣﺪ ﻛﺎﻓﻲ ﺑﺰرگ ﻫﺴﺘﻨﺪ ﻛﻪ در روي ﻣﻴﻠﻪ ﻫﺎي آﺷﻐﺎل ﮔﻴﺮ ﺣﺬف ﻣﻲ ﺷﻮﻧﺪ . ﻣﺘﻔﺎوت ﺑﻮده و ﺑﻪ ﻣﺎﻫﻴﺖ ﺳﺎﻣﺎﻧﻪ و ﻓﺼﻞ ﺳﺎل ﺑﺴﺘﮕﻲ دارد Grit Grit is usually made of the heavier inorganic solids that settle with relatively high velocities. ﺷﻦ Depending on the operating conditions, grit may also contain significant amounts of organic matter, especially fats and grease. ﺷﻦ ﻣﻤﻜﻦ اﺳﺖ، ﺑﺴﺘﻪ ﺑﻪ ﺷﺮاﻳﻂ ﻋﻤﻠﻴﺎﺗﻲ. ﺷﻦ اﻏﻠﺐ از ﺟﺎﻣﺪات ﻣﻌﺪﻧﻲ ﺳﻨﮕﻴﻦ ﺗﺮ ﻛﻪ در ﺳﺮﻋﺘﻬﺎي ﺑﺎﻻﺗﺮ ﺗﻪ ﻧﺸﻴﻦ ﻣﻲﺷﻮﻧﺪ ﺳﺎﺧﺘﻪ ﺷﺪهاﻧﺪ . ﻫﻤﭽﻨﻴﻦ ﺣﺎوي ﻣﻘﺪار ﻗﺎﺑﻞ ﺗﻮﺟﻬﻲ از ﻣﻮاد آﻟﻲ ﺧﺼﻮﺻﺎ" ﭼﺮﺑﻴﻬﺎ وﮔﺮﻳﺲ ﺑﺎﺷﺪ Scum/grease روﻏﻦ/ﻛﻒ Scum consists of the floatable materials skimmed from the surface of primary and secondary settling tanks. Scum may contain grease, vegetable and mineral oils, animal fats, waxes, soaps, food wastes, vegetable and fruit skins, hair, paper and cotton, cigarette tips, plastic materials, grit particles, and similar materials. The relative density (specific gravity) of scum is less than 1.0 and usually around 0.95. ﻛﻒ ﻣﻤﻜﻦ اﺳﺖ ﺣﺎوي ﮔﺮﻳﺲ.ﺗﻔﺎﻟﻪ روي ﺳﻄﺢ ﺷﺎﻣﻞ ﻣﻮاد ﺷﻨﺎور اﺳﺖ ﻛﻪ از ﺳﻄﺢ ﻣﺨﺎزن ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ و ﺛﺎﻧﻮﻳﻪ روﻳﻪ ﺑﺮداري ﺷﺪه اﺳﺖ ﻣﻮاد، ﺗﻪ ﺳﻴﮕﺎر، ﻛﺎﻏﺬ و ﭘﺎرﭼﻪ، ﻣﻮ، ﺳﺒﺰﻳﺠﺎت و ﭘﻮﺳﺖ ﻣﻴﻮه،ﺻﺎﺑﻮﻧﻬﺎ ﺿﺎﻳﻌﺎت ﻏﺬاﻳﻲ، ﻣﻮمﻫﺎ،ﭼﺮﺑﻲ ﺣﻴﻮاﻧﻲ، روﻏﻨﻬﺎي ﻧﺒﺎﺗﻲ و ﻣﻌﺪﻧﻲ، . ﻣﻲ ﺑﺎﺷﺪ0,95 ﭼﮕﺎﻟﻲ ﻧﺴﺒﻲ )ﺟﺮم وﻳﮋه( ﻛﻒ ﻛﻤﺘﺮ از ﻳﻚ و اﻏﻠﺐ در ﺣﺪود. ذرات ﺷﻦ وﻣﻮاد ﻣﺸﺎﺑﻪ ﺑﺎﺷﺪ،ﭘﻼﺳﺘﻴﻜﻲ Primary sludge ﻟﺠﻦ اوﻟﻴﻪ Sludge from primary settling tanks is usually gray and slimy and, in most cases, has an extremely offensive odor. Primary sludge can be readily digested under suitable conditions of operation. ﻟﺠﻦ اوﻟﻴﻪ ﻣﻲ ﺗﻮاﻧﺪ.ﻟﺠﻦ ﺣﺎﺻﻞ از ﻣﺨﺎزن اوﻟﻴﻪ ﺗﻪ ﻧﺸﻴﻨﻲ ﻣﻌﻤﻮﻻً ﺧﺎﻛﺴﺘﺮي و ﻟﺰج اﺳﺖ و در اﻏﻠﺐ ﻣﻮارد ﺑﻮي ﺑﻲ ﻧﻬﺎﻳﺖ رﻧﺞ آوري دارد .ﺗﺤﺖ ﺷﺮاﻳﻂ ﻋﻤﻠﻴﺎﺗﻲ ﻣﻨﺎﺳﺐ ﺑﻪ ﺳﺮﻋﺖ ﺗﺨﻤﻴﺮ ﺷﻮد Sludge from chemical Precipitation ﻟﺠﻦ از ﺗﻪ ﻧﺸﻴﻨﻲ ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ Sludge from chemical precipitation with metal salts is usually dark in color, though its surface may be red if it contains much iron. Lime sludge is grayish brown. The odor of chemical sludge may be objectionable, but is not as bad as primary sludge. While chemical sludge is somewhat slimy, the hydrate of iron or aluminum in it makes it gelatinous. If the sludge is left in the tank, it undergoes decomposition similar to primary sludge, but at a slower rate. Substantial quantities of gas may be given off and the sludge density increased by long residence times in storage. . ﻣﻤﻜﻦ اﺳﺖ ﻗﺮﻣﺰ ﺷﻮد، ﺳﻄﺢ آﻧﻬﺎ اﮔﺮ ﺣﺎوي آﻫﻦ زﻳﺎدي ﺑﺎﺷﻨﺪ،ﻟﺠﻦ ﺣﺎﺻﻞ از ﺗﻪ ﻧﺸﻴﻨﻲ ﺷﻴﻤﻴﺎﻳﻲ ﺑﺎ ﻧﻤﻜﻬﺎي ﻓﻠﺰي ﻋﻤﻮﻣﺎ رﻧﮓ ﺗﻴﺮه دارﻧﺪ زﻣﺎﻧﻲ ﻛﻪ ﻟﺠﻦ. اﻣﺎ ﺑﻪ ﺑﺪي ﻟﺠﻦ اوﻟﻴﻪ ﻧﻴﺴﺖ، ﺑﻮي ﻟﺠﻦ ﺷﻴﻤﻴﺎﻳﻲ ﻣﻤﻜﻦ اﺳﺖ ﻣﺸﻤﺌﺰ ﻛﻨﻨﺪه ﺑﺎﺷﺪ.ﻟﺠﻦ آﻫﻜﻲ ﻗﻬﻮه اي ﺧﺎﻛﺴﺘﺮي ﻣﻲ ﺑﺎﺷﺪ ﺷﺒﻴﻪ ﻟﺠﻦ اوﻟﻴﻪ ﺑﺎ ﺳﺮﻋﺖ، اﮔﺮ ﻟﺠﻦ در ﻣﺨﺎزن رﻫﺎ ﺷﻮد. ﻫﻴﺪرات آﻫﻦ ﻳﺎ آﻟﻮﻣﻴﻨﻴﻢ آﻧﺮا ژﻻﺗﻴﻨﻲ ﻣﻲ ﻛﻨﺪ،ﺷﻴﻤﻴﺎﻳﻲ ﺑﺮﺧﻲ ﻣﻮاﻗﻊ ﻟﺰج اﺳﺖ . اﻓﺰاﻳﺶ ﻳﺎﺑﺪ، ﻣﻘﺎدﻳﺮ ﻗﺎﺑﻞ ﺗﻮﺟﻬﻲ از ﮔﺎزﻫﺎ ﻣﻤﻜﻦ اﺳﺖ ﺧﺎرج ﺷﻮﻧﺪ و ﭼﮕﺎﻟﻲ ﻟﺠﻦ ﺑﺎ اﻓﺰاﻳﺶ زﻣﺎن اﻗﺎﻣﺖ.ﻛﻤﺘﺮ ﺗﺠﺰﻳﻪ ﻣﻲ ﺷﻮد Activated sludge ﻟﺠﻦ ﻓﻌﺎل Activated sludge generally has a brownish, flocculant appearance. If the color is dark, the sludge may be approaching a septic condition. If the color is lighter than usual, there may have been under aeration with a tendency for the solids to settle slowly. Sludge in good condition has an inoffensive "earthy" odor. The sludge tends to become septic rapidly and then has a disagreeable odor of putrefaction. Activated sludge will digest readily alone or when mixed with primary sludge. اﮔﺮ رﻧﮓ. ﻟﺠﻦ ﻣﻤﻜﻦ اﺳﺖ ﺑﻪ ﺷﺮاﻳﻂ ﮔﻨﺪﻳﺪﮔﻲ ﻧﺰدﻳﻚ ﺷﻮد، اﮔﺮ رﻧﮓ آن ﺗﻴﺮه ﺑﺎﺷﺪ.ﻟﺠﻦ ﻓﻌﺎل ﻋﻤﻮﻣﺎً رﻧﮓ ﺧﺮﻣﺎﻳﻲ و ﻇﺎﻫﺮ ﺗﻮده اي دارد ﻟﺠﻦ در ﺷﺮاﻳﻂ ﺧﻮب ﺑﺪون. ﻣﻤﻜﻦ اﺳﺖ ﺗﺤﺖ ﺷﺮاﻳﻂ ﻫﻮازي ﺗﻤﺎﻳﻞ ﺑﻪ ﺗﻪ ﻧﺸﻴﻨﻲ آرام ﺟﺎﻣﺪات داﺷﺘﻪ ﺑﺎﺷﺪ،آن روﺷﻦ ﺗﺮ از ﻣﻌﻤﻮل ﺑﺎﺷﺪ ﻟﺠﻦ ﻓﻌﺎل ﺑﻪ ﺗﻨﻬﺎﻳﻲ ﺑﻪ ﺳﺮﻋﺖ ﺗﺨﻤﻴﺮ ﺷﺪه. ﻟﺠﻦ ﺗﻤﺎﻳﻞ ﺑﻪ ﮔﻨﺪﻳﺪﮔﻲ ﺳﺮﻳﻊ و در ﻧﺘﻴﺠﻪ ﺑﻮي ﺗﻌﻔﻦ دارد.ﺑﻮي زﻧﻨﺪه ﺑﻮده و ﺑﻮي "ﺧﺎك" دارد .ﻳﺎ ﺑﺎ ﻟﺠﻦ اوﻟﻴﻪ ﻣﺨﻠﻮط ﻣﻲ ﺷﻮد 53 Feb. 2010/ 1388 ﺑﻬﻤﻦ SOLID OR SLUDGE IPS-E-PR-735(1) DESCRIPTION ﺟﺎﻣﺪ ﻳﺎ ﻟﺠﻦ ﺗﻮﺿﻴﺤﺎت Trickling-filter sludge ﻟﺠﻦ ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه Humus sludge from trickling filters is brownish, flocculant, and relatively inoffensive when fresh. It generally undergoes decomposition more slowly than other undigested sludges. When trickling-filter sludge contains many worms, it may become inoffensive quickly. Trickling-filter sludge digests readily. اﻳﻦ ﻟﺠﻦ ﻋﻤﻮﻣﺎ ﻛﻨﺪﺗﺮ از ﺳﺎﻳﺮ ﻟﺠﻦ ﻫﺎي. ﺗﻮده اي و ﺗﻘﺮﻳﺒﺎ ﺑﺪون ﺑﻮي زﻧﻨﺪه اﺳﺖ، ﺧﺮﻣﺎﻳﻲ رﻧﮓ،ﻟﺠﻦ ﺧﺎﻛﺒﺮگ ﺗﺎزه ﺣﺎﺻﻞ از ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه ﻟﺠﻦ. ﻣﻤﻜﻦ اﺳﺖ ﺑﻪ ﺳﺮﻋﺖ ﺑﺪون ﺑﻮي زﻧﻨﺪه ﺷﻮد، زﻣﺎﻧﻲ ﻛﻪ ﻟﺠﻦ ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه ﺣﺎوي ﻛﺮﻣﻬﺎي زﻳﺎدي اﺳﺖ.ﺗﺨﻤﻴﺮ ﻧﺸﺪه ﺗﺠﺰﻳﻪ ﻣﻲ ﺷﻮد .ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه ﺑﻪ ﺳﻬﻮﻟﺖ ﺗﺨﻤﻴﺮ ﻣﻲ ﺷﻮد Digested sludge (aerobic) (ﻟﺠﻦ ﺗﺨﻤﻴﺮ ﺷﺪه)ﻫﻮازي Aerobically digested sludge is brown to dark brown and has a flocculant appearance. The odor of aerobically digested sludge is not offensive; it is often characterized as musty. Well digested aerobic sludge dewaters easily on drying beds. ﺑﻮي ﻟﺠﻦ ﺗﺨﻤﻴﺮ ﺷﺪه ﻫﻮازي زﻧﻨﺪه ﻧﻴﺴﺖ و ﺧﺎﺻﻴﺘﻲ. ﻟﺠﻦ ﺗﺨﻤﻴﺮ ﺷﺪه ﻫﻮازي رﻧﮓ ﻗﻬﻮه اي ﺗﺎ ﻗﻬﻮه اي ﺗﻴﺮه داﺷﺘﻪ و ﻇﺎﻫﺮ ﻟﺨﺘﻪ اي دارد . ﻟﺠﻦ ﺗﺨﻤﻴﺮ ﺷﺪه ﻫﻮازي ﺧﻮب در ﺑﺴﺘﺮ ﻫﺎي ﺧﺸﻚ ﻛﻦ ﺑﺮاﺣﺘﻲ آب زداﻳﻲ ﻣﻲ ﺷﻮد.ﻣﺎﻧﻨﺪ ﻣﻮاد ﻛﭙﻚ زده دارد Digested sludge (anaerobic) (ﻟﺠﻦ ﺗﺨﻤﻴﺮ ﺷﺪه )ﻏﻴﺮ ﻫﻮازي An aerobically digested sludge is dark brown to black and contains an exceptionally large quantity of gas. When thoroughly digested, it is not offensive, its odor being relatively faint and like that of hot tar, burnt rubber, or sealing wax. When drawn off onto porous beds in thin layers, the solids first are carried to the surface by the entrained gases, leaving a sheet of comparatively clear water. The water drains off rapidly and allows the solids to sink down slowly on to the bed. As the sludge dries, the gases escape, leaving a well-cracked surface with an odor resembling that of garden loam. ﻟﺠﻦ ﺗﺨﻤﻴﺮ ﺷﺪه ﻏﻴﺮ ﻫﻮازي ﻗﻬﻮه اي ﺗﻴﺮه ﺗﺎ ﺳﻴﺎه ﻣﻲ ﺑﺎﺷﺪ و ﺣﺎوي ﻣﻘﺎدﻳﺮ زﻳﺎد ﮔﺎز ﻣﻲ ﺑﺎﺷﺪ زﻣﺎﻧﻲ ﻛﻪ ﺑﻪ ﻛﻞ ﺗﺨﻤﻴﺮ ﺷﻮد زﻧﻨﺪه ﻧﺒﻮده زﻣﺎﻧﻲ ﻛﻪ روي ﺑﺴﺘﺮ ﻣﺘﺨﻠﺨﻞ ﺑﺎ ﻻﻳﻪﻫﺎي ﻧﺎزك.ﭘﻼﺳﺘﻴﻚ ﺳﻮﺧﺘﻪ ﻳﺎ ﻣﻮم ﻧﺸﺖ ﺑﻨﺪي، وﺑﻮي آن ﻧﺴﺒﺘﺎً ﺿﻌﻴﻒ ﻣﻲ ﺑﺎﺷﺪ ﺷﺒﻴﻪ ﻗﻄﺮان ﮔﺮم آب ﺳﺮﻳﻌﺎً ﺗﺨﻠﻴﻪ ﺷﺪه و ﺑﻪ ﺟﺎﻣﺪات.ﺑﻴﺎﻓﺘﺪ اﺑﺘﺪا ﺟﺎﻣﺪات ﺗﻮﺳﻂ ﮔﺎزﻫﺎي ﻫﻤﺮاه ﺑﻪ ﺳﻄﺢ ﺣﻤﻞ ﻣﻲ ﺷﻮد و ﻳﻚ ﺻﻔﺤﻪ آب ﺗﻤﻴﺰ ﺑﺎﻗﻲ ﻣﻲ ﻣﺎﻧﺪ ﺑﺎ ﺧﺸﻚ ﺷﺪن ﻟﺠﻦ ﮔﺎزﻫﺎ ﺧﺎرج ﺷﺪه ﻳﻚ ﺳﻄﺢ ﺧﻮب ﺗﺮك ﺧﻮرده ﺑﺎ ﺑﻮﻳﻲ ﺷﺒﻴﻪ ﺧﺎك ﺑﺎﻏﺒﺎﻧﻲ.اﺟﺎزه ﻣﻲ دﻫﺪ ﺗﺎ ﺑﻪ اراﻣﻲ روي ﺑﺴﺘﺮ ﺑﻴﻔﺘﻨﺪ .ﺑﺠﺎي ﻣﻲ ﮔﺬارد Composted sludge ﻟﺠﻦ ﻛﻮدي Composted sludge is usually dark brown to black, but the color may vary if bulking agents such as recycled compost or wood chips have been used in the composting process. The odor of well-composted sludge is inoffensive and resembles that of commercial garden-type soil conditioners. ﻟﺠﻦ ﻛﻮدي ﻫﻤﻴﺸﻪ رﻧﮓ ﻗﻬﻮه اي ﺗﻴﺮه ﺗﺎ ﺳﻴﺎه دارد اﮔﺮ ﻋﺎﻣﻞ ﺗﻮده ﺳﺎز ﻣﺜﻞ ﻛﻮد ﺑﺮﮔﺸﺘﻲ ﻳﺎ ﺗﺮاﺷﻪ ﭼﻮب در ﻓﺮاﻳﻨﺪ ﻛﻮدﺳﺎزي اﺳﺘﻔﺎده ﺷﻮد ﺑﻮي ﻟﺠﻦ ﺧﻮب ﻛﻮد ﺷﺪه زﻧﻨﺪه ﻧﺒﻮده و ﺷﺒﻴﻪ اﺻﻼح ﻛﻨﻨﺪهﻫﺎي ﺧﺎﻛﻲ ﻧﻮع – ﺑﺎﻏﺒﺎﻧﻲ ﺗﺠﺎري ﻫﺴﺘﻨﺪ.ﻣﻤﻜﻦ اﺳﺖ رﻧﮓ ﺗﻐﻴﻴﺮ ﻛﻨﺪ Septage ﮔﻨﺪزداﻳﻲ Sludge from septic tanks is black. Unless the sludge is well digested by long storage, it is offensive because of the hydrogen sulfide and other gases that it gives off. The sludge can be dried on porous beds if spread out in thin layers, but objectionable odors can be expected while it is draining unless it is well-digested. ﺑﻮي آن ﺑﻪ ﺧﺎﻃﺮ، ﺑﻪ ﻏﻴﺮ از ﻣﻮاردي ﻛﻪ ﻟﺠﻦ ﺗﻮﺳﻂ اﻧﺒﺎرش زﻳﺎد ﺧﻮب ﺗﺨﻤﻴﺮ ﺷﺪه ﺑﺎﺷﺪ.ﻟﺠﻦﻫﺎي ﺧﺮوﺟﻲ از ﻣﺨﺎزن ﮔﻨﺪ زدا ﺳﻴﺎه ﻫﺴﺘﻨﺪ ﻟﺠﻦ در ﺑﺴﺘﺮﻫﺎي ﻣﺘﺨﻠﺨﻞ در ﺻﻮرت ﭘﺨﺶ ﺑﺼﻮرت ﻻﻳﻪ ﻫﺎي ﻧﺎزك ﻣﻲ ﺗﻮاﻧﺪ.ﺳﻮﻟﻔﻴﺪ ﻫﻴﺪروژن و ﺳﺎﻳﺮ ﮔﺎزﻫﺎي ﺧﺮوﺟﻲ از آن زﻧﻨﺪه اﺳﺖ . اﻣﺎ ﺗﺎ زﻣﺎﻧﻲ ﻛﻪ ﺧﻮب ﺗﺨﻤﻴﺮ ﻧﺸﺪه ﺑﺎﺷﺪ ﺑﻮي ﺑﺪ از آن اﻧﺘﻈﺎر ﻣﻲ رود،ﺧﺸﻚ ﺷﻮد 54 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE B.2 - TYPICAL CHEMICAL COMPOSITION AND PROPERTIES OF UNTREATED AND DIGESTED SLUDGE ﻧﻤﻮﻧﻪ ﺗﺮﻛﻴﺒﺎت ﺷﻴﻤﻴﺎﻳﻲ و ﺧﻮاص ﻟﺠﻦ ﻫﺎي ﺗﺨﻤﻴﺮ ﺷﺪه و ﺗﺼﻔﻴﻪ ﻧﺸﺪه2-ﺟﺪول ب ITEM Total dry solids (TS),% DIGESTED PRIMARY SLUDGE ﻟﺠﻦ اوﻟﻴﻪ ﺗﺨﻤﻴﺮ ﺷﺪه UNTREATED PRIMARY SLUDGE ﻟﺠﻦ اوﻟﻴﻪ ﺗﺼﻔﻴﻪ ﻧﺸﺪه ﻋﻨﻮان RANGE ﻣﺤﺪوده TYPICAL ﻧﻤﻮﻧﻪ RANGE ﻣﺤﺪوده TYPICALﻧﻤﻮﻧﻪ ACTIVATED SLUDGE, RANGE ، ﻟﺠﻦ ﻓﻌﺎل ﻣﺤﺪوده 2.0-8.0 5.0 6.0-12.0 10.0 0.83-1.16 Volatile solids (% of TS) ﺟﺎﻣﺪات ﻓﺮار Grease and fats (% of TS)ﮔﺮﻳﺲ ﻫﺎ و ﭼﺮﺑﻲ ﻫﺎ 60.80 65 30-60 40 59-88 Ether soluble 6-30 --- 5-20 18 --- --- --- 5-12 15-20 18 32-41 ﻛﻞ ﺟﺎﻣﺪات ﺧﺸﻚ اﺗﺮ ﻣﺤﻠﻮل اﺗﺮ اﺳﺘﺨﺮاﺟﻲ 7-35 --- Protein (% of TS) ﭘﺮوﺗﺌﻴﻦ 20-30 25 Nitrogen (N, % of TS) ﻧﻴﺘﺮوژن .5-4 2.5 1.6-6.0 3.0 2.4-5.0 Phosphorus (P2O5, % of TS) ﻓﺴﻔﺮ 10.8-2.8 1.6 1.5-4.0 2.5 2.8-11.0 Potas (K2O, % of TS) ﭘﺘﺎس 0-1 0.4 0.0-3.0 1.0 0.5-0.7 Cellulose (% of TS) ﺳﻠﻮﻟﻮز 8.0-15.0 10.0 8.0-15.0 10.0 --- Ether extract Iron (not as sulfide) (آﻫﻦ )ﻧﻪ ﺑﻪ ﺻﻮرت ﺳﻮﻟﻔﻴﺪ Silica (SiO2, % of TS) pH Alkalinity (mg/L as CaCO3) ﺳﻴﻠﻴﻜﺎ Organic acids (mg/L as Hac) اﺳﻴﺪﻫﺎي آﻟﻲ Energy content, Btu/b ﻣﺤﺘﻮاي اﻧﺮژي ﻗﻠﻴﺎﻳﻴﺖ 2.0-4.0 2.5 3.0-8.0 4.0 --- 15.0-20.0 5.0-8.0 500-1.500 --6.0 600 10.0-20.0 6.5-7.5 2,500-3,500 --7.0 3,000 --6.5-8.0 580-1,100 200-2.000 10,00012,500 500 100-600 200 1,100-1,700 11,000 4,000-6,000 5,000 8,000-10,000 Note: :ﻳﺎدآوري Btu/lb × 2.3241 = kJ/kg TABLE B.3 - TYPICAL METAL CONTENT IN WASTE WATER SLUDGE بĤ ﻧﻤﻮﻧﻪ ﻓﻠﺰات ﻣﻮﺟﻮد در ﻟﺠﻦ ﻫﺎي ﭘﺴ3-ﺟﺪول ب Metal ﻓﻠﺮ DRY SLUDGE, mg/kg Arsenic آرﺳﻨﻴﻚ Cadmium ﻛﺎدﻣﻴﻮم Range داﻣﻨﻪ 1.1-230 ﻟﺠﻦ ﺧﺸﻚ Median ﻣﻴﺎﻧﮕﻴﻦ 10 1-3,410 10 500 Chromium ﻛﺮوم 10-99,000 Cobalt ﻛﺒﺎﻟﺖ 11.3-2,490 30 800 ﻣﺲ 84-17,000 Iron آﻫﻦ 1,000-154,000 17,000 Lead ﺳﺮب 13-26,000 500 ﻣﻨﮕﻨﺰ 32-9,870 260 ﺟﻴﻮه 0.6-56 6 Copper Manganese Mercury Molybdenum Nickel ﻣﻮﻟﻴﺒﺪن 0.1-214 4 ﻧﻴﻜﻞ 2-5,300 80 ﺳﻠﻨﻴﻮم 1.7-17.2 5 Tin ﻗﻠﻊ 2.6-329 14 Zinc روي 101-49,000 1,700 Selenium 55 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) ﭘﻴﻮﺳﺖ ج APPENDIX C ﻧﻤﻮﻧﻪ ﻣﻘﺎدﻳﺮ و ﻏﻠﻈﺘﻬﺎي ﻟﺠﻦﻫﺎ TYPICAL QUANTITIES AND CONCENTRATIONS OF SLUDGES TABLE C.1 - TYPICAL DATA FOR THE PHYSICAL CHARACTERISTICS AND QUANTITIES OF SLUDGE PRODUCED FROM VARIOUS WASTE WATER TREATMENT OPERATIONS AND PROCESSES ﻧﻤﻮﻧﻪ داده ﻫﺎ ﺑﺮاي ﺧﻮاص ﻓﻴﺰﻳﻜﻲ و ﻣﻘﺎدﻳﺮ ﻟﺠﻦ ﺗﻮﻟﻴﺪ ﺷﺪه از ﻋﻤﻠﻴﺎت ﺗﺼﻔﻴﻪ ﭘﺴﺎب و ﻓﺮآﻳﻨﺪﻫﺎي ﻣﺨﺘﻠﻒ1-ﺟﺪول ج TREATMENT OPERATION OR PROCESS ﻋﻤﻠﻴﺎت ﺗﺼﻔﻴﻪ ﻳﺎ ﻓﺮآﻳﻨﺪي Primary sedimentation رﺳﻮب ﮔﺬاري اوﻟﻴﻪ Activated sludge (waste sludge) (ﻟﺠﻦ ﻓﻌﺎل )ﻟﺠﻦ ﺿﺎﻳﻌﺎت Trickling filtration (waste sludge) (ﺻﺎف ﻛﺮدن ﭼﻜﻨﺪه)ﻟﺠﻦ ﺿﺎﻳﻌﺎت Extended aeration (waste sludge) (ﻫﻮادﻫﻲ ﺗﻮﺳﻌﻪ ﻳﺎﻓﺘﻪ)ﻟﺠﻦ ﺿﺎﻳﻌﺎت Aerated lagoon (waste sludge) (ﺣﻮﺿﭽﻪ ﺳﻄﺤﻲ ﻫﻮازﻧﻲ )ﻟﺠﻦ ﺿﺎﻳﻌﺎت Filtration 1.4 1.02 108.5-168.7 150.6 1.25 1.005 72.3-96.4 84.3 1.45 1.025 60.2-96.4 72.3 1.30 1.025 84.3-120.5 72.3a 1.30 1.01 84.3-120.5 72.3a 1.20 1.005 12.1-24.2 18.1 1.20 1.005 12.1-24.2 18.1 Low lime (350-500 mg/L)آﻫﻚ ﻛﻢ 1.9 1.04 301.2b High lime (800-1,600 mg/L)آﻫﻚ زﻳﺎد 2.2 1.05 241.0-397.6 602.41325.3 --- --- --- -c 1.20 1.005 12.1-30.1 18.1 1.28 1.02 --- -d Roughing filters ﺻﺎﻓﻲﻫﺎي ﺳﺨﺘﻲ ﮔﻴﺮ 795.2b ﺑﺎ ﻓﺮض ﻧﺪاﺷﺘﻦ ﺗﺼﻔﻴﻪ اوﻟﻴﻪa Assuming no primary treatment. ﻟﺠﻦ ﺑﻌﻼوه آﻧﻬﺎﻳﻲ ﻛﻪ ﺑﻪ ﻃﻮر ﻋﺎدي ﺗﻮﺳﻂ ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪb ﺣﺬف ﻣﻲ ﺷﻮد Sludge in addition to that normally removed by primary sedimentation. b c Dry solids, kg/10³m³ ﺟﺎﻣﺪات ﺧﺸﻚ Range Typical ﻣﺤﺪوده ﻧﻤﻮﻧﻪ Algae removal ﺣﺬف ﺟﻠﺒﻚ Chemical addition to primary sedimentation tanks for phosphorus removal اﻓﺰودن ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ ﺑﻪ ﻣﺨﺰن ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ ﺑﺮاي ﺣﺬف ﻓﺴﻔﺮ ﺻﺎف ﻛﺮدن Suspended-growth nitrification ازت زﻧﻲ رﺷﺪ ﻣﻮاد ﻣﻌﻠﻖ Suspended-growth denitrification ازت ﮔﻴﺮي رﺷﺪ ﻣﻮاد ﻣﻌﻠﻖ a RELATIVE DENSITY RELATIVE DENSITY (Specific gravity) of (Specific gravity) of solids sludge (ﭼﮕﺎﻟﻲ ﻧﺴﺒﻲ) ﺟﺮم ﻣﺨﺼﻮص (ﭼﮕﺎﻟﻲ ﻧﺴﺒﻲ) ﺟﺮم ﻣﺨﺼﻮص ﺟﺎﻣﺪات ﻟﺠﻦ ﻗﺎﺑﻞ ﺻﺮﻓﻨﻈﺮ ﻛﺮدنc Negligible. ﺷﺎﻣﻞ ﺗﻬﻴﻪ ﻟﺠﻦ از ﻓﺮآﻳﻨﺪ ﺗﺼﻔﻴﻪ ﺑﻴﻮﻟﻮژﻳﻜﻲ ﺛﺎﻧﻮﻳﻪd Included in sludge production from biological secondary treatment processes. d 56 Feb. 2010/ 1388 ﺑﻬﻤﻦ IPS-E-PR-735(1) TABLE C.2 - EXPECTED SLUDGE CONCENTRATIONS FROM VARIOUS TREATMENT OPERATIONS AND PROCESSES ﻏﻠﻈﺖ ﭘﻴﺶ ﺑﻴﻨﻲ ﺷﺪه ﻟﺠﻦ از ﻋﻤﻠﻴﺎﺗﻬﺎ و ﻓﺮآﻳﻨﺪﻫﺎي ﺗﺼﻔﻴﻪ ﻣﺨﺘﻠﻒ2-ﺟﺪول ج OPERATION OR PROCESS APPLICATION ﻛﺎرﺑﺮد ﻋﻤﻠﻴﺎﺗﻲ ﻳﺎ ﻓﺮآﻳﻨﺪي Primary settling tank Primary sludge ﻧﻤﻮﻧﻪ 5.0-9.0 6.0 1.5 ﻟﺠﻦ ﻓﻌﺎل اوﻟﻴﻪ و زاﺋﺪ 3.0-8.0 4.0 4.0-10.0 5.0 0.5-3.0 2.0 2.0-8.0 4.0 4.0-16.0 10.0 3.0-10.0 5.0 ﻟﺠﻦ ﺿﺎﻳﻌﺎت ﻓﻌﺎل 0.5-1.5 0.8 ﺑﺎ ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ 0.8-2.5 1.3 1.3-3.0 2.0 1.4-4.0 2.5 ﻟﺠﻦ اوﻟﻴﻪ و ﺧﺎﻛﺒﺮگ ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه Primary sludge with iron addition for phosphorus removal ﻟﺠﻦ اوﻟﻴﻪ ﺑﺎ اﻓﺰودن آﻫﻦ ﺑﺮاي ﺣﺬف ﻓﺴﻔﺮ Primary sludge with low lime addition for phosphorus removal ﻟﺠﻦ اوﻟﻴﻪ ﺑﺎ اﻓﺰودن آﻫﻚ ﻛﻢ ﺑﺮاي ﺣﺬف ﻓﺴﻔﺮ Primary sludge with high lime addition for phosphorus removal ﻟﺠﻦ اوﻟﻴﻪ ﺑﺎ اﻓﺰودن آﻫﻚ زﻳﺎد ﺑﺮاي ﺣﺬف ﻓﺴﻔﺮ ﺗﻔﺎﻟﻪ روي ﺳﻄﺢ Secondary settling tank ﻣﺨﺰن ﺛﺎﻧﻮﻳﻪ ﺗﻪ ﻧﺸﻴﻨﻲ Waste activated sludge With primary settling Without primary settling High-purity oxygen activated sludge ﺑﺪون ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ ﻟﺠﻦ ﻓﻌﺎل ﺑﺎ اﻛﺴﻴﮋن ﺑﺴﻴﺎر ﺧﺎﻟﺺ ﺑﺎ ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ Without primary settling ﺑﺪون ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ Trickling-filter humus sludge Rotating biological contractor waste sludge ﻟﺠﻦ ﺧﺎﻛﺒﺮگ ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه ﻟﺠﻦ ﺿﺎﻳﻌﺎت ﺗﻤﺎس دﻫﻨﺪه دوار ﺑﻴﻮﻟﻮژﻳﻜﻲ ﻏﻠﻴﻆ ﺳﺎز ﺛﻘﻠﻲ 1.0-3.0 1.5 1.0-3.0 1.5 ﻓﻘﻂ ﻟﺠﻦ اوﻟﻴﻪ 5.0-10.0 8.0 ﻟﺠﻦ زاﺋﺪ ﻓﻌﺎل و اوﻟﻴﻪ 2.0-8.0 4.0 ﻟﺠﻦ اوﻟﻴﻪ و ﺧﺎﻛﺒﺮگ ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه 4.0-9.0 5.0 ﺑﺎ اﻓﺰودن ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ 4.0-6.0 5.0 ﺑﺪون اﻓﺰودن ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ 3.0-5.0 4.0 ﺗﻐﻠﻴﻆ ﻛﻦ ﮔﺮﻳﺰ از ﻣﺮﻛﺰ ﻓﻘﻂ ﻟﺠﻦ زاﺋﺪ ﻓﻌﺎل 4.0-8.0 5.0 Primary sludge only Primary and waste activated sludge Primary sludge and trickling-filter humus Typical داﻣﻨﻪ 0.5-3.0 Primary sludge and trickling-filter humus Gravity thickener Range ﻟﺠﻦ اوﻟﻴﻪ ﺑﻪ ﻳﻚ ﺳﻴﻜﻠﻮن ﻟﺠﻦ اوﻟﻴﻪ Primary and waste activated sludge With primary settling ﺟﺎﻣﺪات ﺧﺸﻚ% ﻏﻠﻈﺖ ﺟﺎﻣﺪات ﻟﺠﻦ ﻣﺨﺰن ﺗﻪ ﻧﺸﻴﻨﻲ اوﻟﻴﻪ Primary sludge to a cyclone Scum SLUDGE SOLIDS CONCENTRATION, % DRY SOLIDS Dissolved-air flotation thickener ﻏﻠﻴﻆ ﺳﺎز ﻫﻮاي ﻧﺎﻣﺤﻠﻮل ﺷﻨﺎور Waste activated sludge only ﻓﻘﻂ ﻟﺠﻦ زاﺋﺪ ﻓﻌﺎل With chemical addition Without chemical addition Centrifuge thickener Waste activated sludge only Gravity belt thickener Waste activated sludge only with chemical addition ﻏﻠﻴﻆ ﺳﺎز ﻧﻮار ﻧﻘﺎﻟﻪ ﺛﻘﻠﻲ 2.0-4.0 - ﻟﺠﻦ زاﺋﺪ ﻓﻌﺎل ﻓﻘﻂ ﺑﺎ اﻓﺰودن ﻣﻮاد ﺷﻴﻤﻴﺎﻳﻲ Anaerobic digester ﺗﺨﻤﻴﺮ ﻛﻦ ﻏﻴﺮ ﻫﻮازي Primary sludge only Primary and waste activated sludge ﻓﻘﻂ ﻟﺠﻦ اوﻟﻴﻪ 2.5-5.0 4.0 ﻟﺠﻦ و ﺿﺎﻳﻌﺎت زاﺋﺪ اوﻟﻴﻪ 1.5-4.0 2.5 2.0-4.0 3.0 Primary sludge and trickling-filter humus ﻟﺠﻦ اوﻟﻴﻪ و ﺧﺎﻛﺒﺮگ ﻓﻴﻠﺘﺮ ﭼﻜﻨﺪه Aerobic digester ﺗﺨﻤﻴﺮ ﻛﻦ ﻫﻮازي Primary sludge only Primary and waste activated sludge ﻓﻘﻂ ﻟﺠﻦ اوﻟﻴﻪ 2.5-7.0 3.5 ﻟﺠﻦ و ﺿﺎﻳﻌﺎت زاﺋﺪ اوﻟﻴﻪ 1.5-4.0 2.5 ﻓﻘﻂ ﻟﺠﻦ زاﺋﺪ ﻓﻌﺎل 0.8-2.5 1.3 Waste activated sludge only 57