Abstract:
Systems and methods for treating produced water and/or flowback water from fracking operations include: an oil water separator; a first filter downstream of the oil water separator; and an electrocoagulation unit downstream of the first filter. Systems and methods can be used for producing a concentrated brine for use in industrial applications and a separate stream of fresh water

Description:
PRIORITY CLAIM 
       [0001]    This application is a national stage application under 35 U.S.C. §371 of PCT Application No. PCT/US2015/067949 entitled “Treating Water”, filed Dec. 29, 2015; which claims priority to U.S. Provisional Patent Application No. 62/098,069 entitled “Treating Water,” filed Dec. 30, 2014, the entire contents of which are hereby incorporated by reference. 
     
    
     BACKGROUND 
       [0002]    This description relates to treating water such as, for example, water produced during the production of oil and gas. 
         [0003]    Water and wastewater treatment systems may include removal of oil, flocculation, clarification and filtration. For example, systems have been developed to remove contaminants and boron from water produced during the production of oil and gas or flowback water from fracking operations. Systems have also been developed to treat sea water to remove salts and minerals. 
       SUMMARY 
       [0004]    This document describes systems and methods to treat water such as, for example, water produced during the production of oil and gas (“produced water”) and flowback water from fracking operations. These systems and methods cost effectively remove the contaminants present, for example, in produced water to provide fresh water that can be used by the agricultural market and a concentrated brine solution, which can be used by the oil and gas industry for fracking and or well stabilization. These systems and methods can generate fresh water with very low levels of boron and low levels of total dissolved solids (“TDS”). For most reuse applications, combined calcium and magnesium should be below 80 ppm and boron should be below 10 ppm. 
         [0005]    These systems and methods are more capable of cost effectively and efficiently treating the specific components found in produced water and providing reusable materials from its flow streams than conventional wastewater treatment systems for municipal and industrial wastewater that include removal of oil, flocculation, clarification and filtration process steps. The components of these systems are arranged to provide a sequence of treatment stages that removes contaminants in an order which provides high efficiency for each treatment stage and also efficiently reprocesses rejected fluids from these stages to increase the reuse of the fluids and reduce waste materials which require disposal. The resulting systems operate in a cost effective manner with the design providing for an energy efficient process, requiring less care and maintenance than many other systems. 
         [0006]    The water that flows out of the ground from an oil and gas well, during production, contains between 3 to 15 parts water to crude oil. This mixed fluid is passes through an oil/water separation phase at the well head, to direct the oil to be sold. This remaining produced water is separated and, currently, treated as waste to be disposed of. This produced water contains a relatively small percentage of oil. This remaining crude oil has a tendency to adhere to small particulate or sediment in the water from extraction and is suspended oil. These systems and methods use enhanced oil separation technology to remove 95-98% of this petroleum material from produced water to recover the value associated with this petroleum and to prevent the petroleum from fouling the other treatment phases of the systems. 
         [0007]    Some embodiments of these systems include a specific gravity separation section, a dissolved air flotation section, a low velocity coalescing section and an oleophilic media section. Some of the larger petroleum materials rise to the surface in the specific gravity section. This forms a layer of petroleum on the fluid surface which enhances the agglomeration of smaller particles in the second and third stage of the separation. The dissolved air floatation section imparts small microbubbles into the liquid, which attach to the small suspended oil particles and combination oil-solid particles remaining in the water column and gently lifts then to the surface, where they become attached to the existing oil floating on the surface. No plates or other suspended items should be in the path of the microbubbles which gently lift the suspended oils to the surface. As this is not refined oil, but crude oil present in the produced water, plates or other suspended surfaces in the fluid path at this point would become clogged, as the crude oil has a high tack level and will stick to these surfaces, clogging and blocking the flow path. The small microbubbles also carry oxygen into the liquid, which is important to a subsequent electro-coagulation (EC) phase. These systems are more effective than technologies use carbon dioxide as a dissolved gas because use of carbon dioxide or other such gasses would decrease the pH of the fluid and also not add the oxygen, which is beneficial to the EC performance. 
         [0008]    These systems and methods can be implemented without adding chemicals at this point in the process. Applying primarily or solely mechanical techniques at this stage reduces the cost of operation and lowers the amount of solids generated which have to be removed from the process. 
         [0009]    As the microbubbles are infused into the produced water, natural occurring surfactants in the produced water may cause foaming on the oil layer. To remove such foam, an ultrasonic generator creates a high intensity ultrasonic waves which efficiently break the foam bubbles without contaminating the petroleum. These systems allow the free oils from the specific gravity section to form a layer on the surface in the first section of the system. The petroleum layer at the surface provides a place for the smaller suspended oil particle lifted out in the dissolved air section to adhere and agglomerate. This will keep these small suspended oil particles at the surface for removal. Including the specific gravity separation section, the dissolved air flotation section, and the low velocity coalescing section in the same vessel allows the benefits of their combined operation to perform together and can provide better treatment than systems with these sections in different vessels. Level controls maintain an appropriate level of this petroleum layer during operation. 
         [0010]    The dissolved air flotation section is provided prior to the coalescing phase as the coalescing phase can be easily clogged with the small particles which the oil droplets are attached to. The flow which passes from the dissolved air floatation section into the coalescing section is relatively free of petroleum particles attached to solids which, due to their size, are lifted out in the dissolved air floatation phase. Any remaining microparticles are then combined and lifted to the surface in the coalescing phase. This coalescing phase can operate relatively maintenance free. Without the dissolved air flotation section, the coalescing section becomes laden with solids and requires constant maintenance to remove the combination petroleum droplets and solid particles which have been stuck to the coalescing materials, which turns the material into a non-usable sludge and results in the loss of the value of the petroleum that is recovered in reusable form in our system. 
         [0011]    The water is then pumped through an optional oil-collecting, regenerative media filter which contains a type of oleophilic media, such as walnut shell particles, plastic beads or others. This removes the remaining oil particles and solids down to 10-15 micron particles. The media is regenerated by a turbulent backwash cycle and the backwash fluid is passed back to the inlet of the enhanced oil water separation system for re-use. This phase is performed with a filter. Because most of the oil content has been removed, the filter usually does not foul from the oil particles and delivers water to the EC in which any remaining particles, below 10-15 micron, will stay in suspension as they pass through the EC. 
         [0012]    These initial treatment phases provide substantially particle-free and petroleum oil-free materials to the EC unit. The EC unit includes a chamber in which the water will pass through a series of metal plates, rods or cylinders. Certain of these metal plates are positively and others are negatively charged to create a current path through the liquid and to the non-charged plates. The electrical current reacts with the molecular structure of the contaminants in the water, creating oxides of the various metal compounds such as, for example, boron and disassociates hydrocarbons and other organic materials. A non-chemically generated flocculation is formed in the water which passes from the EC. The high solution conductivity of this fluid helps to efficiently carry the current to the contaminant molecules. The lower the petroleum content in this fluid, the more efficiently the EC process performs. Petroleum also is broken down in this process. Thus, the less petroleum is in this fluid, the greater the portion of the electrical charge that is applied to oxidizing and removing metals such as, for example, boron and other compounds. Thus, the enhanced oil water separation process discussed above can also improve operation of the EC unit. In addition, the dissolved air flotation phase of the enhanced oil water separation process not only performs the mechanical lifting and removal of the petroleum but also increases the oxygen content in the fluid to increase the metals and boron removal rate by the oxidation process performed in the EC. 
         [0013]    The effluent from the EC flows into a clarifier to allow the solids to separate to the bottom, where they can be drawn off and efficiently removed by conventional filtration, typically a filter press. An angle plate clarifier is often best for this process to reduce the amount of time and volume of the containers, which this effluent requires for separation. 
         [0014]    The clarified liquid from the clarifier will be pumped to a mechanical filter such as, for example, a media filter or an ultrafiltration (“UF”) system. The majority of the particles in the clarified liquid are 10 microns in size, so filtration at or below this level is required. 
         [0015]    The substantially solid free solution is pumped through a selective ion exchange system. This system can target calcium, magnesium, and boron. The calcium and magnesium levels are lowered to lower the scaling potential of the water as measured by, for example, the Langelier Saturation Index (LSI) to enhance the reverse osmosis (RO) system operation and provide an RO concentrate with lower concentration of calcium and magnesium in the concentrate water. The re-use of the concentrate solution may require certain levels of calcium and magnesium, which will be determined by the re-use of this concentrate. The boron is lowered to a level to provide a RO permeate and concentrate with lower concentration of boron in both of these water streams to meet the requirements of RO permeate discharge or re-use and the re-use of the RO concentrate. The RO permeate stream would be typically be below 2 ppm and the RO concentrate would typically be below 15 ppm, depending upon its use. If the selective ion exchange system is placed after the RO system, the RO concentrate is left with high concentration of boron, rendering this solution unusable by the oil and gas industry. The target is to have reusable low TDS, fresh water for the agricultural market and generate a clean brine water that can be used by the oil and gas market, obtaining maximum value from the materials in the water. 
         [0016]    The oil and gas market needs water for fracking applications. Water used for fracking typically requires the addition of sodium chloride salt to reach the salt content of the existing water in the well, where it is injected. The systems and methods described in this application provides the clean brine water required for fracking applications rather than consuming the local fresh water supply, in competition with the agricultural market, and requiring salt be added to the water prior to fracking. The naturally occurring salt in the produced water is concentrated by the RO system. By using selective ion exchange to remove the calcium magnesium and boron, this process also provides the water needed for fracking applications without including components which inhibit the fracking chemicals. For example, boron reacts with the gel that is used in fracking applications and begins an undesirable reaction before the fracking fluid reaches its point of action. Calcium and magnesium also have adverse effects on the fracking fluids or fluid used in well balancing. 
         [0017]    By providing RO concentrate that can be used for fracking applications, these systems and methods provide reduced overall operation costs by replacing the cost of disposing concentrate (e.g., the cost of transporting concentrate to and disposing concentrate down a deep well) from treating produced water with a revenue stream. This can be particularly significant relative to downhole disposal in injection wells, a current technology for disposing of unwanted liquids in which liquid is forced into a dry well cavity, typically 3000-7000 feet below ground, under high pressure. If high concentrations of boron or other metals are present in the fluid, this approach requires a deeper, more secure injection well. This increases the cost of disposal at an injection well and makes the removal of the boron and other metals from the RO concentrate even more important. 
         [0018]    Some systems for treating produced water and/or flowback water from fracking operations include: an oil water separator; a first filter downstream of the oil water separator; and an electrocoagulation unit downstream of the first filter. Some systems include one or more of the following features. 
         [0019]    In some embodiments, the oil water separator comprises a housing, a specific gravity section, a gas flotation system downstream of the specific gravity section, and the coalescing media pack downstream of the gas flotation system, wherein the specific gravity section, the gas flotation system, and the coalescing media pack are disposed within the housing. In some cases, the gas flotation system includes a source of an oxygenated gas and a distribution element configured to impart the oxygenated gas into water being treated in the form of microbubbles. In some cases, the oxygenated gas comprises air. The microbubbles can have a characteristics size of between 5 and 50 microns. 
         [0020]    In some embodiments, the first filter includes an oleophilic media. 
         [0021]    In some embodiments, the system includes a clarifier downstream of the electrocoagulation unit. In some cases, the system includes a reverse osmosis system downstream of the clarifier. In some cases, the system includes a second filter downstream of the clarifier and upstream of the reverse osmosis system. In some cases, the system includes an ion exchange system downstream of the clarifier and upstream of the reverse osmosis system. In some cases, the system includes a solids separation/concentration device disposed to receive solids from the clarifier. In some cases, the system includes piping providing a channel between an outlet of the solids separation/concentration device and an inlet of the oil water separator. 
         [0022]    Some methods of treating produced water and/or flowback water from fracking operations include: separating oil from water being treated by using differences of specific gravity and then adding microbubbles of gas to the water being treated to lift material in the water being treated; applying electrocoagulation to the water being treated after separating oil from the water being treated; removing dissolved solids from the water being treated using ion exchange; and then removing dissolved salts from the water being treated using reverse osmosis. 
         [0023]    Some methods of producing a concentrated brine for use in industrial applications include: introducing produced water into an oil water separator; increasing oxygen levels in water being treated in the oil water separator; applying electrocoagulation to the water discharged from the oil water separator; concentrating dissolved salts in the water being treated using reverse osmosis to produce the concentrated brine; and collecting the concentrated brine for use in industrial applications. 
         [0024]    Methods can include one or more of the following features. 
         [0025]    In some embodiments, adding microbubbles of gas to the water being treated increases oxygen levels in the water being treated. 
         [0026]    In some embodiments, the ion exchange preferentially removes calcium, magnesium, and/or boron. 
         [0027]    In some embodiments, applying electrocoagulation to the water being treated creates oxides of at least some metals present in the water being treated and disassociates hydrocarbons and other organic materials. 
         [0028]    In some embodiments, increasing oxygen levels in water being treated includes adding microbubbles of dissolved air to the water being treated. In some cases, methods include removing dissolved solids from the water being treated using ion exchange before concentrating dissolved salts in the water being treated using reverse osmosis. In some cases, removing dissolved solids from the water being treated using ion exchange includes preferentially removing calcium and magnesium by ion exchange and then preferentially removing boron by ion exchange. In some cases, applying electrocoagulation to the water being treated creates oxides of boron present in the water being treated and disassociates hydrocarbons and other organic materials. In some cases, applying electrocoagulation to the water being treated creates oxides of metals other than boron present in the water being treated. 
         [0029]    The described systems and methods provide a staged process which is cost effective, which resists fouling, and which is repeatable day after day to remove, for example, the various contaminants typically present in produced water. These contaminants include petroleum materials, other organic materials, metals and salts. These systems and methods are implemented using stages which increase the efficiency of the next stage, while providing reusable products from the process. The described systems and methods can include enhanced oil water separation, including regenerative media filtration, EC, clarification, filtration, selective ion exchange, and/or RO. 
         [0030]    The described systems and methods provide a staged process which can treat, for example, contaminated produced water from the oil and gas industry. This approach cost effectively removes the contaminates present in produced water, including boron, and provides water that can be used by the agricultural market and a concentrated brine solution, which can be used by the oil and gas industry for fracking and or well stabilization. This process includes efficient, cost effective steps to systematically remove the oils, TDS, specialty materials, such as boron and provide re-usable materials from the steams. 
         [0031]    Boron is a material which creates problems for environment, plant life, drinking water sources and has problematic chemical reactivity with the chemistry of fracking fluids. The WHO typically establish the boron limit for drinking water at &lt;1 PPM. Typical produced water supplies have in the low ranges, 20-25 PPM and in the higher ranges over 100 PPM. Boron is a material that is not removed as easily as other soluble metals by typical treatment methods. Typical electrocoagulation methods have very high removal rates for metals (85-98% removal), but much lower for boron (25-40% removal). RO membranes remove and concentrate salts and metals at a high rate (typically 95-98%) but have lower removal rates for boron (typically 70-85%). In order to take the high concentration of boron in the produced water down to usable levels, a unique arrangement of components are required. Using enhanced electrocoagulation, selective ion exchange, and enhanced RO provides a system which removes these materials in efficient steps, allowing reusable materials to be generated from the output steams. 
         [0032]    The details of one or more embodiments of the systems and methods are set forth in the accompanying drawings and the description below. Other features, objects, and advantages of the systems and methods will be apparent from the description and drawings, and from the claims. 
     
    
     
       DESCRIPTION OF DRAWINGS 
         [0033]      FIG. 1  is a flow schematic of a water treatment system. 
           [0034]      FIG. 2  is a cross-sectional schematic of a portion of the water treatment system of  FIG. 1 . 
           [0035]      FIG. 3  illustrates a control system which changes system operating parameters in response to variation in TDS levels in feed water for the RO system of the water treatment system of  FIG. 1   
           [0036]      FIG. 4  illustrates the ion exchange and RO units of a water treatment system. 
           [0037]      FIG. 5  is a flow schematic of a water treatment system. 
       
    
    
       [0038]    Like reference symbols in the various drawings indicate like elements. 
       DETAILED DESCRIPTION 
       [0039]      FIGS. 1-4  illustrate an exemplary water treatment system which has components which work together to treat water such as, for example, produced water in stage with each stage increasing the efficiency of the next stage, while providing reusable products as treatment by-products. 
         [0040]      FIG. 1  shows flow through the water treatment system. Water being treated flows into the inlet of an enhanced oil water separator  1  through an input connection (e.g., port  2 ). The first section of the oil water separator  1  is a specific gravity separation section that allows free oils separate and move to the surface. Water flows above or below baffle plate  3  with solids falling to the bottom and oils being driven to the surface. The water flows slowly into the dissolved air flotation section, where small microbubbles  8  are pumped into the water through distribution bar  11 . The microbubbles attach to the very small oil droplets and suspend oil which may be adhered to small solid particles. These materials (e.g., combined microbubble, solid microparticle, and attached oil) rise to the surface and combine with oil  6  present on the surface. The water then flows to a coalescing media pack  13  where remaining small oil droplets are collected with other droplets to a point where they are large enough to float to the surface and join with the oil  6  present on the surface. The term oil is used to indicate oils and other petroleum products. The water flows under baffle plate  4 , which retains oil layer, but allows the water to flow under. The water reaches the level control weir plate  5 , where it spills over into the reservoir  14 . 
         [0041]    This water in reservoir  14  is a source for the fluid used to generate the dissolved air and supplies the downstream components. Water is pumped from the reservoir  14  to a filter  20  (e.g., an oleophilic media filter). Water flows through media  21  in the media filter  20  to the underside of an EC unit  25 . When the media  21  becomes loaded with oil and solid particles, a backwash cycle is performed with backwash fluid being recycled to the inlet of the oil water separator via line  22 . 
         [0042]    Water supplied to the EC unit  25  typically enters the bottom and flows upward. The illustrated EC unit  25  applies DC current to the positively charge plate(s)  26  and negatively charged plate(s)  28 . The conductive nature of the water allows the current to pass through the non-charged plates  27 , which receive their current from the fluid. As the fluid flows upward through the gaps between the plates, an oxidizing, colloid-forming, off-gassing reaction begins to take place. The treated water flows out of the top of the vessel and gravity flows into a clarifier  30 . Gases such as hydrogen, oxygen, carbon dioxide etc. are expelled during the EC treatment and off-gas at the surface of the water, at the top of the EC chamber. The EC technology is well developed and a variety of commercial designs can be used for the EC unit  25 . 
         [0043]    As the water flows into the clarifier  30 , it reaches settling chamber  31 , which allows the solids to agglomerate and separate from the liquid. The solids fall to the bottom of the chamber  31  and the clarifying liquid travels up plates  32  (e.g., lamella style plates), which accelerate the separation from the solids. Some systems include multiple settling chambers. The solids at the collection point  34  are pumped to a filter press  36 . 
         [0044]    The filter press  36  compresses the solids  37  for collection with removed water being recycled through pipe  23  to the inlet of the enhanced oil water separator  1  at port  2  for re-oxygenation and treatment. The water continues through an overflow weir and into a clarified liquid section  33 . The clarified liquid is pumped through a filter  38  (e.g., a particle filter) to remove remaining small particles. The filter  38  may require a backwash, in which this high solids material is ported to the filter press  36  to collect the solids  37  and return the water through pipe  23  to the inlet of the enhanced oil water separator  1  at port  2  for re-oxygenation and treatment. 
         [0045]    Water leaving the filter  38  is pumped through selective ion exchange resin systems to remove dissolved solids which are not desirable in RO discharge streams (i.e., the RO concentrate  62  or the clean water  63 ). The water is initially pumped through selective ion exchange system  50  to remove calcium and magnesium and, then, into the selective ion exchange system  55  to remove boron from the water prior to reaching the inlet to the RO unit  61 . The selective ion exchange systems  50  and  55  monitor their discharge and activate regeneration based upon the loading of the resin  51  and the resin  56 , respectively. As the resin becomes exhausted, a regeneration process begins with backwash liquid discharged through ports  52  and  57 . A substantial portion of this liquid is sent back to the beginning of the process through pipe  23  for regeneration and reuse. 
         [0046]    Water leaving the selective ion exchange process through pipe  60  has low levels and/or be free of calcium, magnesium, boron and/or other selected problematic ions. The membrane filter of the RO unit  61  concentrates the remaining dissolved salts (e.g., primarily sodium chloride). These salts stay on the concentrate side of the membrane and increase in concentration as clean water  63  is forced through the membrane under pressure. This RO concentrate  62  is transported to the oil and gas industry to be used as fracking water and for well balancing. This water already contains the sodium chloride that would need to be added if fresh water were being used as the basis for fracking water and does not contain boron or other products which create problems in fracking fluids. The clean water  63  flow from the outlet pipe is low in TDS, contains no petroleum materials and is suitable for reuse in agriculture or other applications. 
         [0047]    In applications where the water is used directly in the oil and gas market and does not require RO treatment or in applications where the sodium chloride concentration are too high to pass through an RO system effectively, the pipe  60  would not flow to an RO unit, but to a storage tank where it would be held for re-use. 
         [0048]      FIG. 2  illustrates the enhanced oil water separator  1 . A specific gravity separation section  1 A of the oil water separator  1  operates due to the difference in specific gravity between components of water being treated. A dissolved air floatation section  1 B pumps small microbubbles into the water after baffle plate  3 . As discussed above, these microbubbles gently and very slowly rise to the surface, while attaching to the suspended oil particles, lifting them to the surface. In a coalescing section  1 C, the water passes through coalescing material such as, for example, oleophilic plastic or stainless steel, which get gets in the path of the small remaining oil droplets such that the oil droplets cling and join together with other droplets to then float to the surface. An oil collecting regenerative media filter  1 D contains a type of oleophilic media and filters this fluid down to 10-15 micron particle size. Valve  40  is normally closed during system operation. When the media filter  20  becomes loaded and needs to be regenerated, the media is backwashed with turbulent flow to fluidize the bed, freeing the oil and particles from the media surface. Valve  40  will then open and allow the flow of this released oil and particles to be forced through pipe  23  back to the inlet of the enhanced oil water separator  1 , where the oil will agglomerate with large oil particles present in the inlet and float to the surface. 
         [0049]    The increase in the dissolved oxygen added by the dissolved air floatation process helps to drive off CO 2  and increase the pH of the water. The elevated pH and the presence of added oxygen assists the oxidation of metals in the EC unit  25 . This is done without adding chemicals. The specific gravity separation section  1 A is effective on larger oil droplets, which can physically float to the surface. This is a small percentage of the petroleum oil present in produced water. Placing the dissolved air floatation section  1 B after the specific gravity separation section  1 A and before the coalescing section  1 C allows free oils from the specific gravity separation section  1 A to layer on the water surface in the first section of the system. The petroleum layer at the surface provides a place for the smaller suspended oil particle lifted out in the dissolved air section to adhere and agglomerate which keeps them at the surface for removal. 
         [0050]    The water flowing from pipe  16 , has 95-98% of this petroleum material removed and is filtered down to 10-15 micron, which improves effectiveness of the EC unit  25 , which is the next stage of the process. Lowering the concentration of oil left at this point lowers the power required to operate the EC efficiently and the volume of solids generated by the EC unit  25 . This translates into lower volumes of solids to haul and dispose of, thus further reducing the cost of operation. Placing the various stages of the oil/water separation and oxidation prior to the EC can provide highly efficient system operation. 
         [0051]    Pump  12  is used to generate the microbubbles. Valve  12 A is restricted to create a vacuum on the suction of pump  12  and valve  12 B is a metering type valve which allows a relatively small amount of air to enter the pump suction with the water. As the mixture reaches the pump discharge, the change from vacuum to pressure breaks the air into many small microbubbles which travel out the discharge pipe to the distribution bar  11  and out the multiple ports in the bar  15 . As the microbubbles are infused into the produced water, natural occurring surfactants in the produced water may cause some foaming on the layer of oil  6 . An ultrasonic generator  42  powered by ultrasonic control  43 , creates high intensity ultrasonic waves, which are targeted at the liquid surface and efficiently break the foam bubbles without contaminating the petroleum. 
         [0052]    A series of spray nozzles can spray a water to knock down the buildup of foam, but this technique can add unwanted water to the petroleum layer. If the majority of the suspended oils are not removed in the dissolved air floatation section  1 B, the coalescing section  1 C will be overloaded with sludge. This sludge will need to be removed via a maintenance function, increasing operating costs and reducing or eliminating the value of the oil captured in this process. 
         [0053]    Pipe  7  draws the oil off the top of the surface. The suction for this pipe is activated by sensors  17  (e.g., conductive or capacitive sensors) which are able to sense the difference between water and oil. These sensors  17  are connected to control box  18 , which send the signal to the suction pump  19 , which transfers this petroleum material to a storage tank when petroleum material is present. 
         [0054]      FIG. 2  also illustrates the collection of sediment in the cone sections  10  and connection to pipe  16 , which transfers this material to the filter press  36 . Some systems use another solids separation/concentration device (e.g., a centrifuge, a roll filter, a belt filter, or a sludge vac concentration tower) rather than a filter press. 
         [0055]      FIG. 3  shows the RO system and controls which adjust performance of the RO System with the variation in feed water TDS. As produced water varies in its concentration of metals, salts, hardness and other substances, the RO system needs special controls to provide efficient operation and to prevent fouling of the membranes as these substances increase or decrease in concentration. This is different from seawater desalinization and other water treatment application where the feed water is more consistent. The RO system needs flexibility to adjust pressure and concentration of salts and scaling materials in order to increase the production of clean water. Automated valves  53  are disposed in the feed pipe to the selective ion exchange system  50  for calcium and magnesium and to the selective ion exchange system  51  for boron. Valve  54  is installed in the backwash lines  52  and  57  to open and allow flow to drain, reuse, or recycling during a backwash process. Inline sensors  64 A (for hardness) and  64 B (for boron) are disposed in the feed line. Some systems include additional sensors such as, for example, sensors for barium, strontium, magnesium hydroxide and/or other materials which may need to be monitored because they are scale forming or create downstream limitations in the RO permeate or concentrate use. Motorized valve  86  is disposed in bypass line  87  and flow through this line is measured by flow meter  88 . As flow through the bypass is controlled by the position of valve  86 , it creates a ratio between this bypass flow and the total flow as measured by the combined flow of permeate flow meter  79  and concentrate flow meter  84 . As flow passes through the bypass and joins the flow which is flowing through the selective resin  51 , it flows through the pipe into a selective ion exchange system  55  for boron removal and is read by inline sensor  64 C, which reads the outbound hardness. The flow passes through the resin  56  for boron removal, it is measured by inline sensor  64 D. The flow continues through pipe  60  to the inline sensor  78 , to measure PH. When RO feed pump  71  is running, anti-scale pump  72  receives a proportional signal to run at a certain rate to deliver anti-scale solution  73  at a value determined by the control system  70 . The RO feed pump  71  receives a signal to a VFD  71 A to run at a speed determined by control system  70  from inputs from flow meters  79  and  83  and pressure transducers  75  and  80  and based on the calculation the control system makes from inputs from inline sensors  64 C and  78 . The discharge flow from RO feed pump  71  flows into the RO housings  74  which are arranged in various configurations to meet the certain RO design conditions. The clean water or permeate flow flows through a pipe to a storage tank for sale and use. 
         [0056]    The concentrate or brine water flows through the motorized valve  81  and meter  83  and onto a storage tank for sale and use. If system conditions require, motorized valve  77  is controlled to allow a certain flow to bypass and return to the pump inlet as measured by flow meter  84 . Motorized valves  81  and  77  open to a position that maintain a balanced flow through the system, based upon inputs from the control system. 
         [0057]      FIG. 4  illustrates a 1 st  stage RO unit  61  and a 2 nd  stage RO unit  90 . The valves  53  are used to isolate the vessels during the regeneration process. The valves  54  are installed in the backwash lines  52  and  57  to open and allow flow to drain, reuse or recycling during a backwash process. A sensor or sensors  64  measure the hardness and boron in the water supply inline on the inlet to the 1 st  stage RO unit  61 . The RO concentrate  62  flowing out of 1 st  stage RO unit can be sold, for example, for use in fracking applications. The permeate or clean water  63  flowing out of the 1st stage RO unit into the inlet of 2nd stage RO unit. The concentrate  92  flowing out of 2nd stage RO unit flows back to the inlet of the enhanced oil water separation system in pipe  23 . The materials in the concentrate  92  are lower than the concentration of these materials in the incoming produced water and are effectively removed as they flow back through pipe  23 , to be re-oxygenated in the enhanced oil water separation phase and further reduced in the EC process. Therefore, none of this concentrate flow from the 2nd stage RO unit is lost by the recycling process. The permeate or clean water  91  flows out of the 2nd stage RO unit, which is sold to the agricultural market or other applications and is substantially reduced in TDS and is very clean. 
         [0058]    Table 1 and Table 2 show the inputs to the control system  70  and corresponding outputs to the system devices, shown as Item #. The values shown in these charts, at the top of each section, with prefix F 5 A, F 5 B, F 5 C, etc., represent the variation in fluid which is brought to a system, which treats water from multiple well sites, which is commonly required. The Values to System Controls are the Inputs and Outputs from the control system  70 . These values correspond to sensors and control components in the RO system and are listed in the table as an Item # and are shown on the  FIG. 3  drawing. The Items are listed as and Input to the control system or an Output, which is controlled by the control system. The right hand columns show the resultant change to the output values from the control system, in response to the variations in the input values, due to changing water supplies. 
         [0000]    
       
         
               
             
               
               
               
               
               
             
               
               
               
               
               
               
               
               
             
               
             
               
               
               
               
               
             
               
               
               
               
               
               
               
               
             
               
             
               
               
               
               
               
             
               
               
               
               
               
               
               
               
             
               
             
               
               
               
               
               
             
               
               
               
               
               
               
               
               
             
           
               
                 TABLE 1 
               
               
                   
               
             
             
               
                 F5A -TYPICAL 12,000 PPM AND NOMINAL HARDNESS 
               
             
          
           
               
                   
                   
                   
                   
                 Lower Osmonic Pressure and more Permeate Flow 
               
               
                 VALUES TO SYSTEM CONTROLS ITEM #70 
                 ITEM # 
                 INPUT 
                 OUTPUT 
                 Typical Hardness and PH in ratio to Feed TDS 
               
               
                   
               
             
          
           
               
                 FEED TDS 
                 64A 
                 X 
                   
                 IF 
                 &lt; 
                 12000 
                 TDS 
               
               
                 CONENTRATE TDS 
                 82 
                 X 
                   
                 IF 
                 &lt; 
                 61000 
                 TDS 
               
               
                 FEED PRESSURE 
                 75 
                 X 
                   
                 IF 
                 &lt; 
                 800 
                 PSI 
               
               
                 FEED PUMP SPEED 
                 71 
                   
                 X 
                 THEN 
                   
                 65 0-100 
                 SCALE 
               
               
                 FEED SATURATION INDEX (SI) - HARDNESS AND PH 
                 64C, 78? 
                 X 
                   
                 IF 
                 &lt; 
                 1.5 
                 LSI 
               
               
                 START IX HARDNESS 
                 64C 
                 X 
                   
                 IF 
                 &lt; 
                 160 
                 PPM 
               
               
                 START IX HARDNESS BYPASS VALVE 
                 86 
                   
                 X 
                 THEN 
                 OPEN 
                 7 0-10 
                 SCALE 
               
               
                 HARDNESS BYPASS FLOW (HBPF) RATIO OF 
                 88 
                 X 
                   
                 THEN 
                 VALUE 
                 .7(PF + CF) 
                 GPM 
               
               
                 TOTAL FLOW 
                   
                   
                   
                   
                   
                   
                   
               
               
                 FLOW METERS RATIO PERMEATE TO TOTAL 
                   
                   
                   
                 IF 
                 &lt; 
                 0.8 
                 RATIO 
               
               
                 (RECOVERY RATIO) 
                   
                   
                   
                   
                   
                   
                   
               
               
                 PERMEATE FLOW (PF) 
                 79 
                 X 
                   
                 IF 
                 VALUE 
                 .8(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE FLOW (CF) 
                 83 
                 X 
                   
                 IF 
                 VALUE 
                 .2(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE VALVE 
                 81 
                   
                 X 
                 THEN 
                 OPEN 
                 2 0-10 
                 SCALE 
               
               
                 RECIRCULATE VALVE 
                 77 
                   
                 X 
                 THEN 
                 CLOSED 
                 0 0-10 
                 SCALE 
               
               
                 RECIRCULATE FLOW 
                 84 
                   
                   
                   
                 0 
                 0 
                 GPM 
               
               
                 ANTI SCALE PUMP 
                 72 
                   
                 X 
                 TEEN 
                 RUNNING 
                 3 0-10 
                 SCALE 
               
               
                   
               
             
          
           
               
                 F5B - TYPICAL 15,000 PPM AND NOMINAL HARDNESS 
               
             
          
           
               
                   
                   
                   
                   
                 Average Osmonic Pressure and Typical Permeate Flow 
               
               
                 VALUES TO SYSTEM CONTROLS ITEM #70 
                 ITEM # 
                 INPUT 
                 OUTPUT 
                 Typical Hardness and PH ratio to Feed TDS 
               
               
                   
               
             
          
           
               
                 FEED TDS 
                 64A 
                 X 
                   
                 IF 
                 =to 
                 15000 
                 TDS 
               
               
                 CONENTRATE TDS 
                 82 
                 X 
                   
                 IF 
                 &lt; 
                 61000 
                 TDS 
               
               
                 FEED PRESSURE 
                 75 
                 X 
                   
                 IF 
                 &lt; 
                 800 
                 PSI 
               
               
                 FEED PUMP SPEED 
                 71 
                   
                 X 
                 THEN 
                   
                 70 0-100 
                 SCALE 
               
               
                 FEED LSI - HARDNESS AND PH 
                 64C, 78? 
                 X 
                   
                 IF 
                 &lt; 
                 1.5 
                 LSI 
               
               
                 START IX HARDNESS 
                 64C 
                 X 
                   
                 IF 
                 &lt; 
                 200 
                 PPM 
               
               
                 START IX HARDNESS BYPASS VALVE 
                 86 
                   
                 X 
                 THEN 
                 OPEN 
                 6 0-10 
                 SCALE 
               
               
                 HARDNESS BYPASS FLOW (HBPF) RATIO OF 
                 88 
                 X 
                   
                 THEN 
                 VALUE 
                 .6(PF + CF) 
                 GPM 
               
               
                 TOTAL FLOW 
                   
                   
                   
                   
                   
                   
                   
               
               
                 FLOW METERS RATIO PERMEATE TO TOTAL 
                   
                   
                   
                 IF 
                 &lt; 
                 0.75 
                 RATIO 
               
               
                 PERMEATE FLOW (PF) 
                 79 
                 X 
                   
                 IF 
                 VALUE 
                 .75(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE FLOW (CF) 
                 83 
                 X 
                   
                 IF 
                 VALUE 
                 .25(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE VALVE 
                 81 
                   
                 X 
                 THEN 
                 OPEN 
                 3 0-10 
                 SCALE 
               
               
                 RECIRCULATE VALVE 
                 77 
                   
                 X 
                 THEN 
                 CLOSED 
                 0 0-10 
                 SCALE 
               
               
                 RECIRCULATE FLOW 
                 84 
                   
                   
                   
                 0 
                 0 
                 GPM 
               
               
                 ANTI SCALE PUMP 
                 72 
                   
                 X 
                 THEN 
                 RUNNING 
                 3 0-10 
                 SCALE 
               
               
                   
               
             
          
           
               
                 F5C - TYPICAL 20,000 PPM AND NOMINAL HARDNESS 
               
             
          
           
               
                   
                   
                   
                   
                 Higher Osmonic Pressure and Typical Permeate Flow 
               
               
                 VALUES TO SYSTEM CONTROLS ITEM #70 
                 ITEM # 
                 INPUT 
                 OUTPUT 
                 Typical Hardness and PH in ratio to Feed TDS 
               
               
                   
               
             
          
           
               
                 FEED TDS 
                 64A 
                 X 
                   
                 IF 
                 =to 
                 20000 
                 TDS 
               
               
                 CONENTRATE TDS 
                 82 
                 X 
                   
                 IF 
                 &lt; 
                 80000 
                 TDS 
               
               
                 FEED PRESSURE 
                 75 
                 X 
                   
                 IF 
                 &lt; 
                 1000 
                 PSI 
               
               
                 FEED PUMP SPEED 
                 71 
                   
                 X 
                 THEN 
                   
                 75 0-100 
                 SCALE 
               
               
                 FEED LSI - HARDNESS AND PH 
                 64C, 78? 
                 X 
                   
                 IF 
                 &lt; 
                 1.5 
                 LSI 
               
               
                 START IX HARDNESS 
                 64C 
                 X 
                   
                 IF 
                 &lt; 
                 260 
                 PPM 
               
               
                 START IX HARDNESS BYPASS VALVE 
                 86 
                   
                 X 
                 THEN 
                 OPEN 
                 5 0-10 
                 SCALE 
               
               
                 HARDNESS BYPASS FLOW (HBPF) RATIO OF 
                 88 
                 X 
                   
                 THEN 
                 VALUE 
                 .5(PF + CF) 
                 GPM 
               
               
                 TOTAL FLOW 
                   
                   
                   
                   
                   
                   
                   
               
               
                 FLOW METERS RATIO PERMEATE TO TOTAL 
                   
                   
                   
                 IF 
                 &lt; 
                 0.75 
                 RATIO 
               
               
                 PERMEATE FLOW (PF) 
                 79 
                 X 
                   
                 IF 
                 VALUE 
                 .75(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE FLOW (CF) 
                 83 
                 X 
                   
                 IF 
                 VALUE 
                 .25(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE VALVE 
                 81 
                   
                 X 
                 THEN 
                 OPEN 
                 2 0-10 
                 SCALE 
               
               
                 RECIRCULATE VALVE 
                 77 
                   
                 X 
                 THEN 
                 CLOSED 
                 0 0-10 
                 SCALE 
               
               
                 RECIRCULATE FLOW 
                 84 
                   
                   
                   
                 0 
                 0 
                 GPM 
               
               
                 ANTI SCALE PUMP 
                 72 
                   
                 X 
                 THEN 
                 RUNNING 
                 4 0-10 
                 SCALE 
               
               
                   
               
             
          
           
               
                 F5D - TYPICAL 30,000 PPM AND NOMINAL HARDNESS 
               
             
          
           
               
                   
                   
                   
                   
                 High Osmonic Pressure and lower Permeate Flow 
               
               
                 VALUES TO SYSTEM CONTROLS ITEM #70 
                 ITEM # 
                 INPUT 
                 OUTPUT 
                 Typical Hardness and PH in ratio to Feed TDS 
               
               
                   
               
             
          
           
               
                 FEED TDS 
                 64A 
                 X 
                   
                 IF 
                 =to 
                 30000 
                 TDS 
               
               
                 CONENTRATE TDS 
                 82 
                 X 
                   
                 IF 
                 &lt; 
                 95000 
                 TDS 
               
               
                 FEED PRESSURE 
                 75 
                 X 
                   
                 IF 
                 &lt; 
                 1200 
                 PSI 
               
               
                 FEED PUMP SPEED 
                 71 
                   
                 X 
                 THEN 
                   
                 85 0-100 
                 SCALE 
               
               
                 FEED LSI - HARDNESS AND PH 
                 64C, 78? 
                 X 
                   
                 IF 
                 &lt; 
                 2 
                 LSI 
               
               
                 START IX HARDNESS 
                 64C 
                 X 
                   
                 IF 
                 &lt; 
                 390 
                 PPM 
               
               
                 START IX HARDNESS BYPASS VALVE 
                 86 
                   
                 X 
                 THEN 
                 OPEN 
                 3 0-10 
                 SCALE 
               
               
                 HARDNESS BYPASS FLOW (HBPF) RATIO OF 
                 88 
                 X 
                   
                 THEN 
                 VALUE 
                 .3(PF + CF) 
                 GPM 
               
               
                 TOTAL FLOW 
                   
                   
                   
                   
                   
                   
                   
               
               
                 FLOW METERS RATIO PERMEATE TO TOTAL 
                   
                   
                   
                 IF 
                 &lt; 
                 0.68 
                 RATIO 
               
               
                 PERMEATE FLOW (PF) 
                 79 
                 X 
                   
                 IF 
                 VALUE 
                 .68(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE FLOW (CF) 
                 83 
                 X 
                   
                 IF 
                 VALUE 
                 .32(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE VALVE 
                 81 
                   
                 X 
                 THEN 
                 OPEN 
                 2 0-10 
                 SCALE 
               
               
                 RECIRCULATE VALVE 
                 77 
                   
                 X 
                 THEN 
                 CLOSED 
                 0 0-10 
                 SCALE 
               
               
                 RECIRCULATE FLOW 
                 84 
                   
                   
                   
                 0 
                 0 
                 GPM 
               
               
                 ANTI SCALE PUMP 
                 72 
                   
                 X 
                 THEN 
                 RUNNING 
                 5 0-10 
                 SCALE 
               
               
                   
               
             
          
         
       
     
         [0000]    
       
         
               
             
               
               
               
               
               
             
               
               
               
               
               
               
               
               
             
               
             
               
               
               
               
               
             
               
               
               
               
               
               
               
               
             
               
             
               
               
               
               
               
             
               
               
               
               
               
               
               
               
             
               
             
               
               
               
               
               
             
               
               
               
               
               
               
               
               
             
           
               
                 TABLE 2 
               
               
                   
               
             
             
               
                 F6A - TYPICAL 12,000 PPM AND HIGH HARDNESS 
               
             
          
           
               
                   
                   
                   
                   
                 Lower Osmonic Pressure and more Permeate Flow 
               
               
                 VALUES TO SYSTEM CONTROLS ITEM #70 
                 ITEM # 
                 INPUT 
                 OUTPUT 
                 Higher Hardness and PH in ratio to Feed TDS 
               
               
                   
               
             
          
           
               
                 FEED TDS 
                 64A 
                 X 
                   
                 IF 
                 &lt; 
                 12000 
                 TDS 
               
               
                 CONENTRATE TDS 
                 82 
                 X 
                   
                 IF 
                 &lt; 
                 61000 
                 TDS 
               
               
                 FEED PRESSURE 
                 75 
                 X 
                   
                 IF 
                 &lt; 
                 800 
                 PSI 
               
               
                 FEED PUMP SPEED 
                 71 
                   
                 X 
                 THEN 
                   
                 65 0-100 
                 SCALE 
               
               
                 FEED LSI - HARDNESS AND PH 
                 64C, 78? 
                 X 
                   
                 IF 
                 &lt; 
                 2 
                 LSI 
               
               
                 START IX HARDNESS 
                 64C 
                 X 
                   
                 IF 
                 &lt; 
                 250 
                 PPM 
               
               
                 START IX HARDNESS BYPASS VALVE 
                 86 
                   
                 X 
                 THEN 
                 OPEN 
                 5 0-10 
                 SCALE 
               
               
                 HARDNESS BYPASS FLOW (HBPF) RATIO OF 
                 88 
                 X 
                   
                 THEN 
                 VALUE 
                 .5(PF + CF) 
                 GPM 
               
               
                 TOTAL FLOW 
                   
                   
                   
                   
                   
                   
                   
               
               
                 FLOW METERS RATIO PERMEATE TO TOTAL 
                   
                   
                   
                 IF 
                 &lt; 
                 0.8 
                 RATIO 
               
               
                 PERMEATE FLOW (PF) 
                 79 
                 X 
                   
                 IF 
                 VALUE 
                 .8(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE FLOW (CF) 
                 83 
                 X 
                   
                 IF 
                 VALUE 
                 .2(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE VALVE 
                 81 
                   
                 X 
                 THEN 
                 OPEN 
                 2 0-10 
                 SCALE 
               
               
                 RECIRCULATE VALVE 
                 77 
                   
                 X 
                 THEN 
                 CLOSED 
                 0 0-10 
                 SCALE 
               
               
                 RECIRCULATE FLOW 
                 84 
                   
                   
                   
                 0 
                 0 
                 GPM 
               
               
                 ANTI SCALE PUMP 
                 72 
                   
                 X 
                 THEN 
                 RUNNING 
                 4 0-10 
                 SCALE 
               
               
                   
               
             
          
           
               
                 F6B - TYPICAL 15,000 PPM AND HIGH HARDNESS 
               
             
          
           
               
                   
                   
                   
                   
                 Average Osmonic Pressure and tyical Permeate Flow 
               
               
                 VALUES TO SYSTEM CONTROLS ITEM #70 
                 ITEM # 
                 INPUT 
                 OUTPUT 
                 Higher Hardness and PH in ratio to Feed TDS 
               
               
                   
               
             
          
           
               
                 FEED TDS 
                 64A 
                 X 
                   
                 IF 
                 =to 
                 15000 
                 TDS 
               
               
                 CONENTRATE TDS 
                 83 
                 X 
                   
                 IF 
                 &lt; 
                 61000 
                 TDS 
               
               
                 FEED PRESSURE 
                 75 
                 X 
                   
                 IF 
                 &lt; 
                 800 
                 PSI 
               
               
                 FEED PUMP SPEED 
                 71 
                   
                 X 
                 THEN 
                   
                 70 0-100 
                 SCALE 
               
               
                 FEED LSI - HARDNESS AND PH 
                 64C, 78? 
                 X 
                   
                 IF 
                 &lt; 
                 2 
                 LSI 
               
               
                 START IX HARDNESS 
                 64C 
                 X 
                   
                 IF 
                 &lt; 
                 300 
                 PPM 
               
               
                 START IX HARDNESS BYPASS VALVE 
                 86 
                   
                 X 
                 THEN 
                 OPEN 
                 4 0-10 
                 SCALE 
               
               
                 HARDNESS BYPASS FLOW (HBPF) RATIO OF TOTAL 
                 88 
                 X 
                   
                 THEN 
                 VALUE 
                 .4(PF + CF) 
                 GPM 
               
               
                 FLOW 
                   
                   
                   
                   
                   
                   
                   
               
               
                 FLOW METERS RATIO PERMEATE TO TOTAL 
                   
                   
                   
                 IF 
                 &lt; 
                 0.75 
                 RATIO 
               
               
                 PERMEATE FLOW (PF) 
                 79 
                 X 
                   
                 IF 
                 VALUE 
                 .75(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE FLOW (CF) 
                 83 
                 X 
                   
                 IF 
                 VALUE 
                 .25(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE VALVE 
                 81 
                   
                 X 
                 THEN 
                 OPEN 
                 3 0-10 
                 SCALE 
               
               
                 RECIRCULATE VALVE 
                 77 
                   
                 X 
                 THEN 
                 CLOSED 
                 0 0-10 
                 SCALE 
               
               
                 RECIRCULATE FLOW 
                 84 
                   
                   
                   
                 0 
                 0 
                 GPM 
               
               
                 ANTI SCALE PUMP 
                 72 
                   
                 X 
                 THEN 
                 RUNNING 
                 4 0-10 
                 SCALE 
               
               
                   
               
             
          
           
               
                 F6C - TYPICAL 20,000 PPM AND HIGH HARDNESS 
               
             
          
           
               
                   
                   
                   
                   
                 Higher Osmonic Pressure and tyical Permeate Flow 
               
               
                 VALUES TO SYSTEM CONTROLS ITEM #70 
                 ITEM # 
                 INPUT 
                 OUTPUT 
                 Higher Hardness and PH in ratio to Feed TDS 
               
               
                   
               
             
          
           
               
                 FEED TDS 
                 64A 
                 X 
                   
                 IF 
                 =to 
                 20000 
                 TDS 
               
               
                 CONENTRATE TDS 
                 82 
                 X 
                   
                 IF 
                 &lt; 
                 80000 
                 TDS 
               
               
                 FEED PRESSURE 
                 75 
                 X 
                   
                 IF 
                 &lt; 
                 1000 
                 PSI 
               
               
                 FEED PUMP SPEED 
                 71 
                   
                 X 
                 THEN 
                   
                 75 0-100 
                 SCALE 
               
               
                 FEED LSI - HARDNESS AND PH 
                 64C, 78? 
                 X 
                   
                 IF 
                 &lt; 
                 1.5 
                 LSI 
               
               
                 START IX HARDNESS 
                 64C 
                 X 
                   
                 IF 
                 &lt; 
                 400 
                 PPM 
               
               
                 START IX HARDNESS BYPASS VALVE 
                 86 
                   
                 X 
                 THEN 
                 OPEN 
                 3 0-10 
                 SCALE 
               
               
                 HARDNESS BYPASS FLOW (HBPF) RATIO OF 
                 88 
                 X 
                   
                 THEN 
                 VALUE 
                 .3(PF + CF) 
                 GPM 
               
               
                 TOTAL FLOW 
                   
                   
                   
                   
                   
                   
                   
               
               
                 FLOW METERS RATIO PERMEATE TO TOTAL 
                   
                   
                   
                 IF 
                 &lt; 
                 0.75 
                 RATIO 
               
               
                 PERMEATE FLOW (PF) 
                 79 
                 X 
                   
                 IF 
                 VALUE 
                 .75(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE FLOW (CF) 
                 83 
                 X 
                   
                 IF 
                 VALUE 
                 .25(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE VALVE 
                 81 
                   
                 X 
                 THEN 
                 OPEN 
                 2 0-10 
                 SCALE 
               
               
                 RECIRCULATE VALVE 
                 77 
                   
                 X 
                 THEN 
                 CLOSED 
                 0 0-10 
                 SCALE 
               
               
                 RECIRCULATE FLOW 
                 84 
                   
                   
                   
                 0 
                 0 
                 GPM 
               
               
                 ANTI SCALE PUMP 
                 72 
                   
                 X 
                 THEN 
                 RUNNING 
                 5 0-10 
                 SCALE 
               
               
                   
               
             
          
           
               
                 F6D - TYPICAL 30,000 PPM AND NOMINAL HARDNESS 
               
             
          
           
               
                   
                   
                   
                   
                 High Osmonic Pressure and lower Permeate Flow 
               
               
                 VALUES TO SYSTEM CONTROLS ITEM #70 
                 ITEM # 
                 INPUT 
                 OUTPUT 
                 Higher Hardness and PH in ratio to Feed TDS 
               
               
                   
               
             
          
           
               
                 FEED TDS 
                 64A 
                 X 
                   
                 IF 
                 =to 
                 30000 
                 TDS 
               
               
                 CONENTRATE TDS 
                 82 
                 X 
                   
                 IF 
                 &lt; 
                 95000 
                 TDS 
               
               
                 FEED PRESSURE 
                 75 
                 X 
                   
                 IF 
                 &lt; 
                 1200 
                 PSI 
               
               
                 FEED PUMP SPEED 
                 71 
                   
                 X 
                 THEN 
                   
                 85 0-100 
                 SCALE 
               
               
                 FEED LSI - HARDNESS AND PH 
                 64C, 78? 
                 X 
                   
                 IF 
                 &lt; 
                 2 
                 LSI 
               
               
                 START IX HARDNESS 
                 64C 
                 X 
                   
                 IF 
                 &lt; 
                 600 
                 PPM 
               
               
                 START IX HARDNESS BYPASS VALVE 
                 86 
                   
                 X 
                 THEN 
                 OPEN 
                 2 0-10 
                 SCALE 
               
               
                 HARDNESS BYPASS FLOW (HBPF) RATIO OF 
                 88 
                 X 
                   
                 THEN 
                 VALUE 
                 .2(PF + CF) 
                 GPM 
               
               
                 TOTAL FLOW 
                   
                   
                   
                   
                   
                   
                   
               
               
                 FLOW METERS RATIO PERMEATE TO TOTAL 
                   
                   
                   
                 IF 
                 &lt; 
                 0.68 
                 RATIO 
               
               
                 PERMEATE FLOW (PF) 
                 79 
                 X 
                   
                 IF 
                 VALUE 
                 .68(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE FLOW (CF) 
                 83 
                 X 
                   
                 IF 
                 VALUE 
                 .32(PF + CF) 
                 GPM 
               
               
                 CONCENTRATE VALVE 
                 81 
                   
                 X 
                 THEN 
                 OPEN 
                 2 0-10 
                 SCALE 
               
               
                 RECIRCULATE VALVE 
                 77 
                   
                 X 
                 THEN 
                 CLOSED 
                 0 0-10 
                 SCALE 
               
               
                 RECIRCULATE FLOW 
                 84 
                   
                   
                   
                 0 
                 0 
                 GPM 
               
               
                 ANTI SCALE PUMP 
                 72 
                   
                 X 
                 THEN 
                 RUNNING 
                 6 0-10 
                 SCALE 
               
               
                   
               
             
          
         
       
     
         [0059]    The control system provides adjustments to achieve high performance of the RO system with the variation in feed water TDS. As produced water varies in its concentration of metals, salts and other substances, the RO system needs special controls to provide optimum operation and to prevent fouling of the membranes as these substances increase or decrease in concentration. This produced water generated by oil and gas wells will vary in concentration and make-up of materials. This system will see water which comes from varying wells on a random basic. The RO system needs to be pushed to its limits of pressure and concentration of salts and scaling materials in order to optimize the production of clean water, without sacrificing the life of the membranes or running them beyond the pressure limits. Unlike conventional desalinization, reverse osmosis units, this system needs to take into account both feed TDS and feed hardness or scaling materials. The system needs to be able to make independent adjustments to both parameters of the TDS and hardness or scaling materials. The system controls measure hardness (calcium and magnesium), boron, PH, TDS and other materials in the water supplied to the inlet of the RO. The hardness, which can be extremely high in certain produced waters, will only be partially removed by the selective ion exchange system, for cost and efficiency of the operation. The hardness which passes the selective ion exchange process is measured, along with PH and TDS and the total recovery (ratio of pure water to total flow) of the RO system is adjusted as the system runs. The salts, total TDS, other substances and PH play separate but also associated rolls in this control process. Certain materials such as barium, calcium fluoride, silica and other elements which can create scaling, may also be monitored inline and adjustment applied by the control system for these and other materials. 
         [0060]    The speed of the drives which operate the RO feed pumps will modulate to maintain the optimum performance of the pressure and flow fed into the RO membranes to provide the best system recovery. The position of the concentrate and recirculation valves are also controlled with motorized valves to work with the pumps speeds to increase or decrease the system recovery rate, which is determined by the concentration of the materials and TDS in the feed water. Flow meters which monitor permeate, concentrate, and recirculation flow rates work with the control system to ensure the balance of proper system operation. Controls of this type are not typical used for an RO system, as the feed water in typical well or desalination applications deal with a relatively consistent water supplies, which operate in a fairly narrow range of variation and do not require such integrated controls, as required for optimum operation of these varying input produced water systems. 
         [0061]    The controls will use control parameters from Table 1 and Table 2 which show the inputs to the control system and corresponding outputs to the system devices. The values shown in these charts can represent the variation in fluid which is brought to a system which treats water from multiple well sites, which is commonly required. As the feed TDS of the solution increases, the osmotic pressure on the membrane increase and the system recovery ratio needs decreases. As the system senses this increase in feed TDS, controls will increase the feed pump speed to concentrate TDS limit and a target recovery ration, indicated by the permeate and concentrate flowmeters. 
         [0062]    The system also integrates with the selective ion exchange system which is removing certain materials required by the process and the optimum operation of the RO system. It is costly to remove materials that are not required to be removed, so the interface between these systems and their reaction to each other creates value and efficiency. The selective ion exchange removal of the calcium and magnesium is performed to only partially remove these materials, as the RO system can tolerate certain concentration of these materials in relationship to the system recovery ratio, which is primarily targeted on the feed and concentrate TDS. An anti-scale solution is added to the feed water to inhibit the sedimentation of the scaling compounds on the membrane surface, so the control of this pump and the rate of its feed is also controlled. In addition to anti-scale solution, sulfuric acid or other acids may be metered in to the feed water to combat the high PH or scaling potential of the feed water. 
         [0063]    Table 2 shows feed water with higher concentrations of hardness to the feed TDS than in Table 1 and the corresponding changes made to the selective ion exchange for hardness and anti-scale added. The system will adjust on the fly to changes in these compound. The ion exchange bypass valve is proportionally closed to lower the ratio of water bypassing the selective ion exchange system and remove a higher percentage of the hardness ions as required. As the TDS and hardness increases it also increases other scaling compounds in the water and adjustments to the recovery rate and anti-scale pump are made to compensate for these additional scaling compounds. If the hardness ions are greater than shown in Table 2, the recovery rates is reduced to prevent scaling problems. This is done by the system controls opening the concentrate valve and increasing the concentrate flow. The feed pump speed at a point will also be reduced to lower the pressure on the membranes and produce less permeate flow, lowing this recovery ratio. If the TDS is high, but the hardness is low, the system will increase the feed pump speed to optimize the permeate production, while keeping the system under the maximum allowable feed pressure on the membranes. 
         [0064]    Depending upon the system size and membrane configuration, the system may not require a recirculation loop, with valve and flow meter. At times systems require this or when systems deal with high TDS waters the recirculation is required to maintain proper velocity across the membranes. 
         [0065]    The inputs and outputs shown are for illustration and simplicity of this description, although other elements in the water and output devices may be required for specific application. The saturation index shown is made from a calculation of hardness and PH in the control system. In reality, other elements also influence the saturation index and may require addition input devices. This control system can be a conventional PLC, circuit board, PC operated control system or other. 
         [0066]    The two stage RO system allows for added pass through of the contaminants in the selective ion exchange stage. This will allow for the selective ion exchange stages to allow greater bleed through of the contaminants, calcium, magnesium, boron etc., which reduces the frequency of regeneration. The selective ion exchange regeneration is the most expensive phase of the system to operate. The contaminants which are allowed to bleed through the resin are captured by the second stage RO and retained in its concentrate stream, which flows back to the inlet of the process. The concentration of these contaminants in this second stage RO concentrate are lower than the concentration of these materials in the incoming produced water and are effectively removed as they flow back through the re-oxygenation in the enhanced oil water separation phase and EC process. 
         [0067]    This second stage RO runs at a much lower feed pressure, as the first stage RO removes approximately 97% of the total dissolved solids before the water is fed to the second stage RO. The second stage RO can also run at higher concentration, of 90% or greater, while running at these lower pressures of 300 psi or less. Therefore the operation of the second stage is performed with very little operating cost, provides extremely clean water for reuse and reduces the frequency of the high regeneration costs of the selective ion exchange system, while generating no unused flow streams. The permeate clean water from this process, typically 100 PPM TDS or less, is very clean and suitable for the most stringent agricultural requirements. 
         [0068]    A number of embodiments have been described. Nevertheless, it will be understood that various modifications may be made without departing from the spirit and scope of the disclosure. 
         [0069]    For example, some applications require softening of fresh water, which is used for various functions.  FIG. 5  shows a system substantially similar to the system shown in  FIG. 1 , with the addition of a free softening system which is regenerated by flow of the RO concentrate  62 . The sodium chloride concentration from this flow is clean, filtered and has the metals, silica etc. removed. This water is pumped through particle filter  101  and into the ion exchange tank  102  with a special softening resin  103 . Rejected water from the particle filter  101  will flow through pipe  39  to  36  for additional treatment. The softened water flows from this ion exchange tank  102  out  107  when the valve  106  is open and  104  is closed. The flow from  107  is filtered and softened and suitable for boiler feed or other applications. To regenerate the resin  103  the concentrated salt solution in  62  is allowed to flow into the ion exchange tank  102  for regeneration. During this process, valve  106  will close and valves  104  and  105  will open. This resin will go through a typical resin regeneration process and this specialized resin  103  is regenerated by the flow of salt solution from  104  will pass through the resin  103  for regeneration and out valve  105 . 
         [0070]    Accordingly, other embodiments are within the scope of the following claims.