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 |   Module 1  Facility Water Use and Impact Assessment Program 
   
 Discussion of Water Program Content and Key Considerations The  facility user may want to consider and evaluate the operations’ overall use of  water and the impact on the regional water supply.  This module is provided to assist with the  preparation of a water block flow diagram and perform a simple water balance  that will provide an approximation of overall use and disposition. Note: Much  of the information generated through this process will be requested as input to  the  water management risk questionnaire in Module 2. Module Purpose and Approach The  purpose of Module 1 is to guide the user through the tasks required to assess  the facility’s relationship to water by: 
                          Developing a  water block flow diagram using the guidance and example schematic provided               Utilizing the Water Balance Program to  develop an understanding of water use and disposition Performing  an analysis of water supply quality in comparison to process quality  requirements to assess if opportunities exist for water management improvements  such as recycling or reuse of the streams 
 These steps will provide a more  comprehensive understanding of the relationship to water. Water Block Flow Diagram and Water Balance Program The facility user should be prepared to  invest time to understand water supply including the quality and quantity used,  losses of water to air, losses to land, water retained in the product and the  final disposition of the water once used (water discharged).  A simple flow diagram can be prepared by  linking the water supply to each location where water is used.  The process unit can be the entire facility,  a building containing several production processes, a particular production  process, the utilities area or specific unit operations (e.g., the cooling  towers).  The process unit could also be  defined as a type of usage such as sanitary usage (i.e., the water consumed by  facility employees, used in toilets, showers and in food preparation).   After defining a process unit, the user  can draw an imaginary dotted line around the process unit and identify and  ultimately quantify the water inputs, water losses (to air, land and to  product) and wastewater discharge.  Lines  should connect to each block (labeled with the name of the water-using process)  and should include information of total water flow per unit time and water  quality.  A water balance case example,  flow calculations and "rules of thumb" are provided as links in Module 1 for use  during the preparation of the water flow diagram.  Once completed, the combination of process  steps (boxes) and flows (lines), from supply through final process prior to  discharge, represents the facility’s comprehensive water flow diagram.  Figure 1 represents a Sample Water Flow  Diagram. Figure 1. Sample Water Flow Diagram(Click to enlarge)
 
            The next step is developing a simple  water balance by assessing the total water used (inputs) minus the volume of  overall losses in production and wastewater discharged (outputs).  A simple Water Balance Program is provided  for this purpose. General Water Balance Calculation A  water balance is an inventory of the water in a system.  The purpose of developing a water balance is  to prioritize the major water uses in the facility where potential water  conservation and reuse opportunities could exist based on process water quality  requirements.  After the user has  prepared a water flow diagram, the next step is to perform a facility wide  water balance.  The facility water  balance is often a simple exercise because raw water and wastewater flows are  commonly metered.  Subtract the total  water supplied to the facility from the total wastewater discharged from the  facility.  The remainder is the amount of  water that is lost to air through evaporation, to the land through irrigation,  leaks or retained in the product.  The  next step for the user is to perform a water balance for each water use to  account for facility losses.  Prepare  separate diagrams for utilities, production, sanitary, irrigation and all other  uses.  A link to a hypothetical water  balance case example is provided for reference in Module 1. Water systems can be very complex and can  have a number of water inputs, losses and outputs to wastewater or  recycle/reuse.  Facilities generally do  not have separate water meters covering these operations.  The facility engineer is called on to  estimate water uses in the various areas.   This is commonly done by a combination of methods including engineering  calculations/factors, process knowledge and the installation of water meters  and/or wastewater measuring devices.   Some common estimating tools are provided later in this module.A Block Flow Diagram is very important when  developing the water balance.  A simple  spreadsheet can be used for more complex systems using multiple inputs, losses  and outputs.  Figure 2 provides a basic  schematic that can be used for calculating a water balance: Figure 2. Sample Block Flow Diagram Typical Process/Facility Water Balance Calculation   
 
            VARIABLE DEFINITIONS: A - (B + C) = Balance or DiscrepancyA: Input is Process/Facility Water Supply
 B: Water Losses (e.g., to air, land and product)
 C: Output is Wastewater Discharge
 Water Balance Program The Water Balance Program includes three  spreadsheets that require inputs for water supplied, process/facility losses  and total volumes discharged or returned.   The program calculates a result based on user input that will indicate a  complete balance or a discrepancy (water unaccounted for).  The program also provides a percent closure  result.  Acceptable margins of error  based on discrepancy percentage versus average volume of water used are  provided.  The water balance is an  important step to obtain sufficient information about water usage and assess if  opportunities exist to reduce, reuse or recycle water.  Table 1 represents a Water Inventory  Calculation. 
            
            
              | Input | - | Total Losses | = | Output |  
              | Process/ Facility Water Supply
 |  | Water that is consumed (i.e., added to the product, removed by chemical reaction, evaporated or lost from the system) |  | Process/Sanitary wastewater and water that leaves the process unit |  A water-related engineering calculation and reference information link is provided in Module 1. Water-related calculations and “rules of thumb” are included in this module to assist with the water balance activity. Table 2 provides examples of the water-related calculations and “rules of thumb” that are provided for reference and use in the   Calculation Tab. 
            
            
              | Miscellaneous Calculations |  
              | Fluid Flow Fundamentals | Q = Area x Velocity |  
              | Hydraulic Horsepower | Head (ft) x Flowrate (gpm) 3956
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              | Irrigation Usage | Number of sprinkler heads x the flow capacity per head (i.e., 2.5 gpm x the duration [minutes] of water application) |  
              | "Rules of Thumb" |  
              | Sanitary Usage in a Production Facility | 10-25 gallons per person per shift |  
              | Slab Washing | 5 gallons per minute for each hose |  
              | One Drip per Second | 10,000 litersper year or 2,642 gallons per year |  
              | Water Flow Estimation | Using a bucket and stopwatch |  As the user begins to identify key water uses, consider the broad range of areas where your company may be connected to water; how it is used (e.g., cooling, process cleaning); and how much is used. The next step is to create a list of individual water uses and the estimated volume of use such as sanitary (employee bathrooms, showers and lunchrooms); lawn/landscape maintenance; process steps; sanitation of equipment; etc. Please refer to the hypothetical water balance case example on the web site in Module 1 that is presented as an example of what may be developed to define facility water usage and use the Water Balance Program to compare water use versus water returned. There are a number of areas where water is used at facilities. Table 3 provides examples of where water is commonly used and is provided as a starting point for the user to examine all the water demands at any facility. 
            
            
              | Irrigation of cropsIrrigation of lawns, green areas, plants, shrubs and treesCleaning of raw materialsCleaning of process equipment, storage vessels, process piping, floors, walls and work spacesCleaning during or following maintenance of parts, equipment, facilities, vehicles, etc.Cleaning following or during waste handlingSanitation of process equipmentConsumption by people and/or animalsFood preparation, dish washing, cafeteria operationsRaw material in production process (e.g., as an ingredient in a beverage or pharmaceutical product or manufacturing input)Cooling including non-contact cooling water, as quench water for a reaction, as cooling tower makeup and to lubricate a pump sealPower generation (e.g., hydropower, thermal, nuclear) for heating and as boiler feed waterFire suppressionDuring quality assurance laboratory activitiesPollution control equipment (e.g., in a scrubber, in a condenser for cooling, for cleaning of wastewater treatment process unit)In other utilities areas such as input to a water treatment process to produce higher quality water (e.g., a softener, a reverse osmosis unit) to produce steam, to quench boiler blow downMovement/transportation of materials or goods (e.g., water slurry, ballast water, feed supply to produce higher quality water)Air conditioning or cooling
 |  Each operation has specific water quality requirements for each use at its facility. The facility user is encouraged to define all of its water uses and their related water quality requirements. The user can then analyze the water quality discharged from each specific process where water is used and assess the opportunities to recycle and reuse this water. This can be done when the discharge quality matches the quality requirements in another area of the operation.  
   
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