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UFC 3-280-04 Army Filtration of Liquids UFC 3-280-04 17 December 2003 UNIFIED FACILITIES CRITERIA (UFC) ARMY FILTRATION OF LIQUIDS APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED UFC 3-280-04 17 December 2003 UNIFIED FACILITIES CRITERIA (UFC) ARMY FILTRATION OF LIQUIDS Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the permission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS (Preparing Activity) NAVAL FACILITIES ENGINEERING COMMAND AIR FORCE CIVIL ENGINEER SUPPORT AGENCY Record of Changes (changes are indicated by \1\ ... /1/) Change No. Date Location This UFC supersedes Technical Letter No. 1110-1-159, dated 30 September 1994. 1 UFC 3-280-04 17 December 2003 FOREWORD \1\ The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD(AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and work for other customers where appropriate. All construction outside of the United States is also governed by Status of forces Agreements (SOFA), Host Nation Funded Construction Agreements (HNFA), and in some instances, Bilateral Infrastructure Agreements (BIA.) Therefore, the acquisition team must ensure compliance with the more stringent of the UFC, the SOFA, the HNFA, and the BIA, as applicable. UFC are living documents and will be periodically reviewed, updated, and made available to users as part of the Services’ responsibility for providing technical criteria for military construction. Headquarters, U.S. Army Corps of Engineers (HQUSACE), Naval Facilities Engineering Command (NAVFAC), and Air Force Civil Engineer Support Agency (AFCESA) are responsible for administration of the UFC system. Defense agencies should contact the preparing service for document interpretation and improvements. Technical content of UFC is the responsibility of the cognizant DoD working group. Recommended changes with supporting rationale should be sent to the respective service proponent office by the following electronic form: Criteria Change Request (CCR). The form is also accessible from the Internet sites listed below. UFC are effective upon issuance and are distributed only in electronic media from the following source: • Whole Building Design Guide web site http://dod.wbdg.org/. Hard copies of UFC printed from electronic media should be checked against the current electronic version prior to use to ensure that they are current. AUTHORIZED BY: ______________________________________ ______________________________________ DONALD L. BASHAM, P.E. DR. JAMES W WRIGHT, P.E. Chief, Engineering and Construction Chief Engineer U.S. Army Corps of Engineers Naval Facilities Engineering Command ______________________________________ ______________________________________ KATHLEEN I. FERGUSON, P.E. Dr. GET W. MOY, P.E. The Deputy Civil Engineer Director, Installations Requirements and DCS/Installations & Logistics Management Department of the Air Force Office of the Deputy Under Secretary of Defense (Installations and Environment) 2 UFC 3-280-04 17 DEC 2003 CONTENTS Page CHAPTER 1 INTRODUCTION Paragraph 1-1 PURPOSE ......................................................................................... 1-1 1-2 APPLICABILITY................................................................................. 1-1 1-3 REFERENCES .................................................................................. 1-1 1-4 SCOPE .............................................................................................. 1-1 1-5 BACKGROUND ................................................................................. 1-1 CHAPTER 2 DOCUMENT USE Paragraph 2-1 GENERAL.......................................................................................... 2-1 2-2 CHAPTER DESCRIPTIONS.............................................................. 2-1 CHAPTER 3 PRINCIPLES OF OPERATION AND THEORY Paragraph 3-1 DESCRIPTION OF THE FILTRATION PROCESS............................ 3-1 3-1.1 Purpose of Filtration........................................................................... 3-1 3-1.2 Mechanics of Filtration....................................................................... 3-1 3-1.3 Filtration Applications......................................................................... 3-2 3-1.4 Filtration as Stand-alone Treatment .................................................. 3-3 3-1.5 Filtration as Pretreatment or as an Intermediate Step ....................... 3-3 3-1.6 Post-Treatment Filtration................................................................... 3-4 3-2 WASTE STREAM PARAMETERS .................................................... 3-4 3-2.1 Particle Size....................................................................................... 3-5 3-2.2 Relative Costs.................................................................................... 3-5 3-2.3 Metals Removal................................................................................. 3-6 3-2.4 Oily Slurries....................................................................................... 3-6 3-2.5 Space Limitations.............................................................................. 3-7 3-2.6 Settling Velocity................................................................................. 3-7 3-2.7 Solids Concentration.......................................................................... 3-7 3-2.8 Treatment Flow Rate ......................................................................... 3-7 3-2.8 Environmental Hazards..................................................................... 3-7 3-2.10 Objective of Solids Separation........................................................... 3-7 3-2.11 Chemical Addition.............................................................................. 3-8 3-2.12 Expendable Media............................................................................. 3-8 3-2.13 Solids Output..................................................................................... 3-8 3-2.14 Continuous or Batch Operation ......................................................... 3-8 3-2.15 Precoat Filtration................................................................................ 3-8 3-3 PILOT STUDIES................................................................................ 3-9 CHAPTER 4 PROCESS SCREENING AND SELECTION Paragraph 4-1 QUICK GUIDE................................................................................... 4-1 4-2 GENERAL.......................................................................................... 4-1 ii UFC 3-280-04 17 DEC 2003 CHAPTER 5 FILTRATION PROCESSES Paragraph 5-1 GRANULAR MEDIA FILTRATION..................................................... 5-1 5-1.1 Elements of Design and Operating Conditions.................................. 5-1 5-1.2 Media................................................................................................. 5-2 5-1.3 Gravity and Pressure Filtration ..........................................................5-14 5-1.4 Continuous Backwash Filtration ........................................................5-22 5-1.5 Advantages/Disadvantages in Granular Media Filtration Systems....5-28 5-2 PRECOAT FILTRATION...................................................................5-28 5-3 CARTRIDGE FILTRATION................................................................5-29 5-3.1 Description of Unit .............................................................................5-29 5-3.2 Media.................................................................................................5-31 5-3.3 Operating Conditions.........................................................................5-35 5-3.4 Advantages/Disadvantages ...............................................................5-38 5-4 BAG FILTRATION.............................................................................5-38 5-4.1 Description of Unit .............................................................................5-38 5-4.2 Media.................................................................................................5-39 5-4.3 Operating/Design Considerations......................................................5-40 5-4.4 Advantages/Disadvantages ...............................................................5-40 CHAPTER 6 AUXILIARY EQUIPMENT PROCESSES Paragraph 6-1 DISPOSAL OF RESIDUALS ............................................................. 6-1 6-2 PRETREATMENT REQUIREMENTS................................................ 6-1 6-3 PROCESS CONTROL OPTIONS...................................................... 6-3 6-4 OPERATIONS AND MAINTENANCE CONSIDERATIONS .............. 6-4 6-5 SUPPORT FACILITY REQUIREMENTS........................................... 6-7 CHAPTER 7 COST CONSIDERATIONS Paragraph 7-1 INTRODUCTION ............................................................................... 7-1 7-2 FLOW CONSISTENCY ..................................................................... 7-1 7-3 LEVEL OF FILTRATION.................................................................... 7-2 7-4 ALLOWABLE HEAD LOSS THROUGH A SYSTEM ......................... 7-2 7-5 PROCESS CONTROLS.................................................................... 7-2 7-6 MAINTENANCE................................................................................
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