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    THE ART & SCIENCE OF WASTEWATER TREATMENT

    3985 Commerce Dr. St. Charles, IL 60174 Tel: 630-762-0380 Fax: 630-762-0390

    www.hydroflotech.com

    Installation, Operation & Maintenance Manual

    TS Series

    Carbon & Stainless Steel Oil/Water Separator

    Revised 11/2004

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    TABLE OF CONTENTS

    1.0 GENERAL DESCRIPTION ................................................................................................................................................. 32.0 THEORY OF OPERATION ................................................................................................................................................. 33.0 EQUIPMENT FEATURES................................................................................................................................................... 3

    3.1INFLUENT DIFFUSION CHAMBER........................................................................................................................................... 33.2SEPARATION CHAMBER......................................................................................................................................................... 3

    3.3SLUDGE COLLECTION CHAMBER........................................................................................................................................... 33.4RECOVERED PRODUCT RESERVOIR (OIL TROUGH)................................................................................................................ 33.5OIL SKIMMING WEIR............................................................................................................................................................. 33.6EFFLUENT CHAMBER ............................................................................................................................................................ 43.7REMOVABLE LIDS ................................................................................................................................................................. 4

    4.0 PERFORMANCE GUARANTEE ....................................................................................................................................... 45.0 WARRANTY.......................................................................................................................................................................... 4

    5.1RETURN POLICY.................................................................................................................................................................... 45.2BACK CHARGE POLICY ......................................................................................................................................................... 55.3INSPECTION........................................................................................................................................................................... 55.4COATINGS ............................................................................................................................................................................. 5

    6.0 STORAGE ............................................................................................................................................................................. 57.0 ADDITIONAL INFORMATION ........................................................................................................................................... 5

    8.0 INSTALLATION.................................................................................................................................................................... 5

    8.1TOOLS REQUIRED FOR INSTALLATION................................................................................................................................... 58.2LIFTING THE SEPARATOR ...................................................................................................................................................... 68.2ANCHORING AND LEVELING OF EQUIPMENT ......................................................................................................................... 68.3INSTALLATION OF DYNA-PAK MEDIA PACKS........................................................................................................................ 6

    9.0 PLUMBING............................................................................................................................................................................ 69.1CONNECT THE EFFLUENT PLUMBING (RECOMMENDED METHODS) ....................................................................................... 79.2CONNECT THE EFFLUENT PLUMBING .................................................................................................................................... 79.3CONNECT THE SLUDGE OUTLET PLUMBING .......................................................................................................................... 79.4CONNECT THE OIL OUTLET PLUMBING ................................................................................................................................. 79.5CONNECT THE VENT PLUMBING............................................................................................................................................ 7

    10.0 START-UP INSTRUCTIONS............................................................................................................................................ 710.1OIL WEIR PLATE ADJUSTMENT ........................................................................................................................................... 7

    10.2EFFLUENT WEIR PLATE ADJUSTMENT................................................................................................................................. 710.3WATER TEST ....................................................................................................................................................................... 811.0 SHUT-DOWN INSTRUCTIONS....................................................................................................................................... 812.0 MAINTENANCE ................................................................................................................................................................. 8

    12.1EFFLUENT QUALITY ............................................................................................................................................................ 812.2MAINTENANCE GUIDELINES................................................................................................................................................ 912.3SLUDGE REMOVAL .............................................................................................................................................................. 912.4COATING MAINTENANCE .................................................................................................................................................... 9

    13.0 CALCULATED DISCHARGE HEAD TABLES ............................................................................................................. 913.1MODELS TS024,036,048&064 ...................................................................................................................................... 1013.2MODELS TS080&TS160 ................................................................................................................................................. 1113.3MODELS TS096&TS192 ................................................................................................................................................. 1213.4MODEL TS224 .................................................................................................................................................................. 13

    13.5M

    ODELSTS128,

    TS256

    &

    TS384..................................................................................................................................... 1413.6MODEL TS320 .................................................................................................................................................................. 15

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    1.0 General Description

    Hydro-Flo Technologies, Inc. separators are gravity type - rectangular channel coalescing oil/water separators. This type ofseparator is excellent at removing gross free oil or similar floating products from wastewater strreams. All Hydro-FloTechnologies, Inc. Coalescing Separators are suitably designed as end of pipe treatment or to protect other down streamtreatment equipment.

    2.0 Theory of OperationThe basic concept used by most manufacturers of gravity type oil/water separators is that materials of different specific gravitywill rise and settle at predictable rates. By using basic formulas as outlined in Stokes Law, we can predict the retention timenecessary to separate oil of any specific gravity and droplet size from any given waste stream at the desired flow rate. Theproblem is that a separator based solely on retention time cannot effectively separate oil particles smaller than 150 microns,and if they could, they would be prohibitively large.

    By placing certain materials in the waste stream, the efficiencies of oil/water separation can be greatly improved due mainly toimpingement on their surfaces. As fine oil droplets impinge upon the plate surfaces, they coalesce, or merge, with previousdroplets to produce much larger droplets. There they continue to grow in size until they are large enough to break free andrapidly rise to the surface where they are skimmed or decanted. This coalescing action allows removal of smaller dropletsthan is possible with a standard gravity separator.

    The effectiveness of any coalescing media is governed by several critical variables: shape, density, available surface area,velocity & direction of flow, material of construction, and solids handling capabilities. At Hydro-Flo Technologies, Inc., we use

    a proprietary Dyna-Pak cross corrugated coalescing media designed with consideration of all these factors. The specificshape and spacing of the Dyna-Pak plates provides greater coalescing performance than any other media available, whilealso assuring the maximum protection from blinding. The Dyna-Pak media is molded of a highly oleophilic (oil attracting)material which greatly enhances our oil/water separation capabilities.

    3.0 Equipment Features

    3.1 Influent Diffusion Chamber

    The flow enters the separator submerged through an influent diffusion chamber. Dispersion across the depth and width of theDYNA-PAK is achieved through the use of a non-clog diffuser. Heavy solids that readily fall out of suspension are channeledto the sludge collection chamber.

    3.2 Separation Chamber

    The separation chamber is fitted with DYNA-PAK cross corrugated coalescing media. Adequate space is left before and afterthe chamber to prevent short circuiting through the pack.

    3.3 Sludge Collection Chamber

    The sludge collection chamber is located directly beneath the coalescing media pack and provides ample storage capacity forthe settled sludge. The sides of the chamber are sloped to insure easy and complete removal of the settled sludge.

    3.4 Recovered Product Reservoir (Oil Trough)

    The recovered product storage reservoir (oil trough) is located adjacent to the oil skimming weir inside the separationchamber. Product removed from the waste stream collects in his trough for disposal.

    3.5 Oil Skimming Weir

    The oil weir is located at the leading end of the oil trough and incorporates an adjustable oil skimming weir.

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    3.6 Effluent Chamber

    The aqueous phase leaving the DYNA-PAK passes under the oil retention baffle and up over the effluent weir, whichmaintains the liquid level throughout the separator.

    3.7 Removable Lids

    The entire separator is covered with a removable lid(s).

    4.0 Performance Guarantee

    HYDRO-FLO TECHNOLOGIES, INC.guarantees that the effluent of its DYNA-PAK coalescing type oil/water separator willcontain less than 10 mg/l of oil droplets larger in diameter than stated in your formal proposal (usually 20 to 30 microns) whenthe following conditions are met:

    1. The separator is installed, operated and maintained as specified in the HYDRO-FLO TECHNOLOGIES, INC.Installation, Operation and Maintenance Manual.

    2. The designed influent flow rate is not exceeded.

    3. The operating temperature is not lower than that specified in your formal proposal.

    4. The specific gravity of the "water" is not lower than that specified in your formal proposal.

    5. The specific gravity of the "oil" is not greater than that specified in your formal proposal.

    6. No chemically or mechanically stable emulsions, chemical solutions or surfactants are introduced into the separator.

    7. No oleophilic suspended solids are present that would cling to the oil droplets and carry them through the separator(i.e., solids with a specific gravity similar to that of water with oil attracting properties).

    8. The sludge is removed on a regular basis in order to prevent the accumulated sludge from migrating up into thecoalescing media and blinding out the pack.

    9. The separated oil is removed on a regular basis and not allowed to accumulate in the separation chamber so as toreduce the coalescing area.

    5.0 Warranty

    HYDRO-FLO TECHNOLOGIES, INC. warrants its products to be free of defects in material or workmanship for a period oftwelve months from shipment, when these products are operated in accordance with our written instructions and wheninstalled properly. Equipment or accessories not manufactured by HYDRO-FLO TECHNOLOGIES, INC., but supplied by us,carry a full warranty supplied by the manufacturer. We will repair or replace any item which fails within the warranty periodwhen it is returned freight prepaid to our nearest authorized service facility. All repaired or replacement equipment will bereturned FOB factory. Damage, vibration, or excess wear caused by contact with foreign objects, highly corrosive, highlyabrasive or high temperature solutions, or solutions with high levels of large suspended solids is not covered. This warranty isexclusive and in lieu of all other warranties, whether expressed or implied including any warranty of merchantability or fitnessfor a particular application. In no event will HYDRO-FLO TECHNOLOGIES, INC. be liable for any consequential, incidental, orother types of damages.

    5.1 Return Policy

    When a product must be returned, Hydro-Flo Technologies, Inc will issue a Return Authorization Form on which an authorized

    Hydro-Flo Technologies, Inc signature will appear. This form will be mailed, faxed or emailed to the customer and mustaccompany the returned item. No returns will be accepted without a completed Return Authorization Form.

    A description of the reason for the return with a contact name and telephone number must be enclosed with the item.

    All replacement parts will be treated as sales and an invoice will be issued to the customer. Upon our inspection of the returnand our determination that the part is in fact defective, a credit will be issued. Should it be determined that the part failed dueto improper handling by the customer, the customer will be liable for the cost of both the original and the replacement parts.

    All shipping costs are the responsibility of the customer.

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    8.2 Lifting the Separator

    Warning: Separator must be empty (no water) when lifted!

    DO NOT USE THE LUGS ON THE LID TO LIFT THE SEPARATOR

    All separators are designed to be lifted vertically and moved into place. Always lift the separator with the removable lid(s)bolted in place.

    Attach lifting cables directly to all lifting eyes on the unit. Check load balance and readjust if required.

    8.2 Anchoring and Leveling of Equipment

    For the separator to operate correctly the unit must be level. Steps for anchoring and leveling of the equipment are as follows:

    Step 1. Make sure that the ground is free of any sharp objects that might damage the coating.

    Step 2. Set the tank in position on a level floor or pad. If the floor or pad is not level, use a good quality machinery grout tolevel the unit after drilling and installing the anchor bolts. Follow the grout manufactures instructions for shimmingand grouting when leveling the separator.

    Step 3. Mark the anchor bolt locations.

    Step 4. Move the equipment aside and drill holes for the anchors of your choice. Install the anchor bolts per themanufacturer's recommendations. We recommend using, as a minimum, 3/4" diameter x 4" to 6 long embedmenttype anchor bolt. HYDRO-FLO TECHNOLOGIES, INC. does not supply the anchor bolts.

    Note: If grouting is required, the height the anchor bolts extends above the surface must be increased to compensatefor the thickness of the grout layer.

    Step 5. Set the separator back in place.

    Step 6. Level the separator from side to side by placing a good quality level on top of the fixed effluent weir wall.

    Step 7. Level the separator from influent end to effluent end by using the clear tubing filled with water. Level the separator sothat the water in the clear tubing on both ends is at the top of the flange radius. Check level at several points on eachend.

    Step 8. Securely tighten anchor bolt nuts.

    8.3 Installation of Dyna-Pak Media Packs

    Step 1. Remove separator lid(s).

    Step 2. Lower Dyna-Pak media pack(s) into place between pack positioning plates.

    Step 3. Repair any damaged coating.

    Step 4. Re-install separator lid(s) after installing and adjusting both weirs and water testing the installation.

    9.0 Plumbing

    When making plumbing connections to the separator, the plumbing must be properly supported to carry the weight of the

    plumbing when full of water. Damage caused to this equipment by improperly supported plumbing will void the warranty.

    Connections do not have to be made in the order listed below. Review you situation and make the plumbing connections inthe most logical order for your installation.

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    9.1 Connect the Effluent Plumbing (Recommended Methods)

    Ideally, the influent plumbing should be the same size as the inlet nozzle size on the equipment with a straight run equal inlength to a minimum of 5X the inlet nozzle diameter. As an alternative to the ideal inlet conditions you could alternativelyprovide inlet piping not less than 2 pipe sizes smaller than the inlet nozzle while using a concentric reducer (not an orifice typereducer) again for a minimum length of 5X pipe diameters. Use straight run inlets and avoid using elbows located directly infront of an oil water separator inlet as this might cause mechanical emulsification of the oil/water mixture before it enters theseparator. Stream straightners can be used if its necessary to use elbows near the inlet nozzle. Other inlet conditions can be

    developed if required, contact Hydro-Flo Technologies, Inc. for further details on how to best design your inlet configuration.

    9.2 Connect the Effluent Plumbing

    The effluent plumbing must be the same size or larger than the nozzle size on the equipment. Do not reduce the size of theeffluent piping as this might cause hydraulic overloading of the equipment. Also, try to run the discharge piping as short adistance as possible, through as few changes of direction as possible and at a pitch of not less than 1/16" per foot.

    9.3 Connect the Sludge Outlet Plumbing

    Connect a valve to the sludge draw-off flange and run a short length of pipe to a place where the sludge can be periodicallydecanted. When selecting a valve make sure that it is suitable for use with the type of sludge collected in your separator.

    Plumb up all sludge draw off nozzles for best evacuation of accumulated sludge.

    9.4 Connect the Oil Outlet Plumbing

    Connect a valve to the oil outlet and run a short length of pipe to a place where the oil can be periodically decanted.

    9.5 Connect the Vent Plumbing

    Connect vent line to separator vent coupling(s). The vent removes any accumulated gases and/or odors from inside theseparator.

    10.0 Start-Up Instructions

    10.1 Oil Weir Plate Adjustment

    Step 1. Loosen all weir plate nuts.

    Step 2. Adjust the top surface of oil skimming weir plate approximately 1/4 above the top of the media pack. The weir platemust be level from end to end 1/16.

    Step 3. Tighten all weir plate nuts.

    Step 4. OPTIONAL - Apply bead of silicon sealant to top edge of weir plate wall where it contacts the adjustable weir plate.

    10.2 Effluent Weir Plate Adjustment

    Step 1. Loosen weir plate nuts.

    Step 2. Establish the average maximum flow rate through the separator.Step 3. Look up the calculated effluent discharge head in the attached table.

    Step 4. Set the top surface of the effluent weir plate by adding to the calculated discharge head (Section XX) and settingthe height that distance BELOW the oil weir plate. The weir plate must be level from end to end 1/16.

    Step 5. Tighten weir plate nuts.

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    10.3 Water Test

    Step 1. Fill the tank with clean water until it begins to flow out of the effluent pipe.

    Step 2.

    Step 3. Check for leaks at all piping connections.

    Step 4. Check the effluent weir making sure it is level with the water. Re-adjust if it is not within +/- 1/16" to the water level.

    Step 5. Allow the maximum rated flow to pass through the separator.

    Step 6. Check the water level at the oil weir during maximum flow. The water level should be 1/8" minimum to 1/4" maximumBELOW the weir top. Adjust the weir plate if required.

    Step 7. The separator is now ready for operation.

    11.0 Shut-Down Instructions

    Step 1. Shutoff influent flow.

    Step 2. Drain sludge and water.

    Step 3. Remove and clean Dyna-Pak media pack(s).

    Step 4. Clean and inspect interior of unit.

    Step 5. Re-install Dyna-Pak media pack(s).

    12.0 Maintenance

    12.1 Effluent Quality

    Regularly check the effluent quality of your separator. If you notice any loss in effluent quality, take steps to correct thesituation immediately. Some areas to check if your effluent quality has deteriorated are:

    1. Have you exceeded the separator's rated flow?

    2. Has the operating temperature dropped below or risen above the specified limits?

    3. Has the oil you are separating been changed to a different type?

    4. Have any different chemicals or surfactants been added to the process that might be forming a chemically stableemulsion?

    5. Has the sludge collected to the point where it has begun to blind out the DYNA-PAK coalescing media?

    6. Have you introduced an oil attracting suspended solid into the waste stream?

    7. Are you pumping into the separator with a pump that is shearing the oil into a mechanical emulsion?

    8. Contact HYDRO-FLO TECHNOLOGIES, INC. for any additional information.

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    12.2 Maintenance Guidelines

    TASK RECOMMENDED MAINTENANCE

    SCHEDULE

    Screen accumulated sludge (rag layer) from surface of separation

    chamber

    As needed.

    Remove and Clean Dyna-Pak media pack(s) As needed or every 6 months.Drain the separator and give it a thorough inspection inside and

    out. Repair any damaged coatings per the manufacturer's

    recommendations.

    As needed or every 12 months.

    Remove accumulated sludge from the sludge collection hoppers As needed. Check the sludge sample ports

    frequently for accumulated sludge.

    12.3 Sludge Removal

    Please consult your local city and state regulatory agency regarding specific requirements on the proper disposal of the sludgegenerated in your process.

    If you need help with the disposal or treatment of the collected sludge, please contact your local HYDRO-FLOTECHNOLOGIES, INC. representative.

    Sludge removal is very important to the proper operation of your separator. Draw off the settled sludge regularly. Do not allowit to accumulate.

    If left un-maintained, the sludge level will rise to a point where it will interfere with the operation of the Dyna-Pak. Any settledsludge should be checked frequently and drawn off as required. This will prevent any major sludge related maintenanceproblems.

    12.4 Coating Maintenance

    Typical Coating Specifications

    Interior surfaces are to be blasted to a SSPC SP-10 near white metal blast.

    Exterior surfaces are to be blasted to a SSPC-SP-6 commercial blast.

    All threads and gaskets are to be masked before blasting and coating application.

    Remove all masking materials prior to shipment.

    All coatings are to be applied in strict accordance with manufacturers specifications.

    Hydro-Flo Technologies Interior Paint Standard

    Brand: International No Substitute

    Name: Interseal 670 HS, 1-2 Coats (10-12 Mil DFT Total)

    Activator: Low Temperature Activator

    Hydro-Flo Technologies Exterior Paint Standard

    Brand: DuPont No Substitute

    Primer: Corlar 2.1 ST (Formerly 25P) White Epoxy Mastic (3 Mil DFT Minimum)

    Top Coat: Imron 2.8 HG (Formerly 333) High Gloss Polyurethane (1-1/2 Mil DFT Minimum)

    Color: Safety Blue

    13.0 Calculated Discharge Head Tables

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    13.1 Models TS024, 036, 048 & 064

    CALCULATED DISCHARGE HEAD TABLE FOR MODELS TS024, 036, 048 & 064

    Effluent weir length: 42.00 (Inches)

    GPMCalculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    Head

    0 0.000'' 156 1.153'' 312 1.830'' 468 2.398'' 624 2.905''

    4 0.100'' 160 1.173'' 316 1.846'' 472 2.412'' 628 2.918''

    8 0.159'' 164 1.192'' 320 1.861'' 476 2.426'' 632 2.930''

    12 0.209'' 168 1.211'' 324 1.877'' 480 2.439'' 636 2.943''

    16 0.253'' 172 1.231'' 328 1.892'' 484 2.453'' 640 2.955''

    20 0.293'' 176 1.250'' 332 1.908'' 488 2.466'' 644 2.967''

    24 0.331'' 180 1.268'' 336 1.923'' 492 2.480'' 648 2.979''

    28 0.367'' 184 1.287'' 340 1.938'' 496 2.493'' 652 2.992''

    32 0.401'' 188 1.306'' 344 1.953'' 500 2.506'' 656 3.004''

    36 0.434'' 192 1.324'' 348 1.969'' 504 2.520'' 660 3.016''

    40 0.465'' 196 1.343'' 352 1.984'' 508 2.533'' 664 3.028''

    44 0.496'' 200 1.361'' 356 1.999'' 512 2.546'' 668 3.040''48 0.526'' 204 1.379'' 360 2.013'' 516 2.560'' 672 3.053''

    52 0.554'' 208 1.397'' 364 2.028'' 520 2.573'' 676 3.065''

    56 0.582'' 212 1.415'' 368 2.043'' 524 2.586'' 680 3.077''

    60 0.610'' 216 1.432'' 372 2.058'' 528 2.599'' 684 3.089''

    64 0.637'' 220 1.450'' 376 2.073'' 532 2.612'' 688 3.101''

    68 0.663'' 224 1.468'' 380 2.087'' 536 2.625'' 692 3.113''

    72 0.689'' 228 1.485'' 384 2.102'' 540 2.638'' 696 3.125''

    76 0.714'' 232 1.502'' 388 2.117'' 544 2.651'' 700 3.137''

    80 0.739'' 236 1.519'' 392 2.131'' 548 2.664'' 704 3.149''

    84 0.763'' 240 1.537'' 396 2.146'' 552 2.677'' 708 3.161''

    88 0.787'' 244 1.554'' 400 2.160'' 556 2.690'' 712 3.172''

    92 0.811'' 248 1.571'' 404 2.174'' 560 2.703'' 716 3.184''

    96 0.834'' 252 1.587'' 408 2.189'' 564 2.716'' 720 3.196''

    100 0.857'' 256 1.604'' 412 2.203'' 568 2.729'' 724 3.208''

    104 0.880'' 260 1.621'' 416 2.217'' 572 2.742'' 728 3.220''

    108 0.902'' 264 1.637'' 420 2.231'' 576 2.754'' 732 3.232''

    112 0.924'' 268 1.654'' 424 2.246'' 580 2.767'' 736 3.243''

    116 0.946'' 272 1.670'' 428 2.260'' 584 2.780'' 740 3.255''

    120 0.968'' 276 1.687'' 432 2.274'' 588 2.793'' 744 3.267''

    124 0.989'' 280 1.703'' 436 2.288'' 592 2.805'' 748 3.279''

    128 1.011'' 284 1.719'' 440 2.302'' 596 2.818'' 752 3.290''

    132 1.031'' 288 1.735'' 444 2.316'' 600 2.830'' 756 3.302''

    136 1.052'' 292 1.751'' 448 2.330'' 604 2.843'' 760 3.314''140 1.073'' 296 1.767'' 452 2.343'' 608 2.856'' 764 3.325''

    144 1.093'' 300 1.783'' 456 2.357'' 612 2.868'' 768 3.337''

    148 1.113'' 304 1.799'' 460 2.371'' 616 2.881'' 772 3.348''

    152 1.133'' 308 1.815'' 464 2.385'' 620 2.893'' 776 3.360''

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    13.2 Models TS080 & TS160

    CALCULATED DISCHARGE HEAD TABLE FOR MODELS TS080 & TS160

    Effluent weir length: 54.00 (Inches)

    GPMCalculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    Head

    0 0.000'' 156 0.975'' 312 1.548'' 468 2.028'' 624 2.457''

    4 0.085'' 160 0.992'' 316 1.561'' 472 2.040'' 628 2.468''

    8 0.135'' 164 1.008'' 320 1.574'' 476 2.051'' 632 2.478''

    12 0.176'' 168 1.025'' 324 1.587'' 480 2.063'' 636 2.489''

    16 0.214'' 172 1.041'' 328 1.600'' 484 2.074'' 640 2.499''

    20 0.248'' 176 1.057'' 332 1.613'' 488 2.086'' 644 2.509''

    24 0.280'' 180 1.073'' 336 1.626'' 492 2.097'' 648 2.520''

    28 0.310'' 184 1.089'' 340 1.639'' 496 2.109'' 652 2.530''

    32 0.339'' 188 1.104'' 344 1.652'' 500 2.120'' 656 2.541''

    36 0.367'' 192 1.120'' 348 1.665'' 504 2.131'' 660 2.551''

    40 0.394'' 196 1.135'' 352 1.678'' 508 2.142'' 664 2.561''

    44 0.419'' 200 1.151'' 356 1.690'' 512 2.154'' 668 2.571''48 0.444'' 204 1.166'' 360 1.703'' 516 2.165'' 672 2.582''

    52 0.469'' 208 1.181'' 364 1.715'' 520 2.176'' 676 2.592''

    56 0.493'' 212 1.196'' 368 1.728'' 524 2.187'' 680 2.602''

    60 0.516'' 216 1.211'' 372 1.741'' 528 2.198'' 684 2.612''

    64 0.538'' 220 1.226'' 376 1.753'' 532 2.209'' 688 2.622''

    68 0.561'' 224 1.241'' 380 1.765'' 536 2.220'' 692 2.633''

    72 0.582'' 228 1.256'' 384 1.778'' 540 2.231'' 696 2.643''

    76 0.604'' 232 1.271'' 388 1.790'' 544 2.242'' 700 2.653''

    80 0.625'' 236 1.285'' 392 1.802'' 548 2.253'' 704 2.663''

    84 0.645'' 240 1.300'' 396 1.815'' 552 2.264'' 708 2.673''

    88 0.666'' 244 1.314'' 400 1.827'' 556 2.275'' 712 2.683''

    92 0.686'' 248 1.328'' 404 1.839'' 560 2.286'' 716 2.693''

    96 0.706'' 252 1.343'' 408 1.851'' 564 2.297'' 720 2.703''

    100 0.725'' 256 1.357'' 412 1.863'' 568 2.308'' 724 2.713''

    104 0.744'' 260 1.371'' 416 1.875'' 572 2.319'' 728 2.723''

    108 0.763'' 264 1.385'' 420 1.887'' 576 2.330'' 732 2.733''

    112 0.782'' 268 1.399'' 424 1.899'' 580 2.340'' 736 2.743''

    116 0.800'' 272 1.413'' 428 1.911'' 584 2.351'' 740 2.753''

    120 0.819'' 276 1.426'' 432 1.923'' 588 2.362'' 744 2.763''

    124 0.837'' 280 1.440'' 436 1.935'' 592 2.372'' 748 2.773''

    128 0.855'' 284 1.454'' 440 1.947'' 596 2.383'' 752 2.783''

    132 0.872'' 288 1.468'' 444 1.958'' 600 2.394'' 756 2.793''

    136 0.890'' 292 1.481'' 448 1.970'' 604 2.404'' 760 2.802''140 0.907'' 296 1.495'' 452 1.982'' 608 2.415'' 764 2.812''

    144 0.924'' 300 1.508'' 456 1.994'' 612 2.426'' 768 2.822''

    148 0.942'' 304 1.521'' 460 2.005'' 616 2.436'' 772 2.832''

    152 0.958'' 308 1.535'' 464 2.017'' 620 2.447'' 776 2.842''

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    www.hydroflotech.com

    12

    13.3 Models TS096 & TS192

    CALCULATED DISCHARGE HEAD TABLE FOR MODELS TS096 & TS192

    Effluent weir length: 66.00 (Inches)

    GPMCalculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    Head

    0 0.000'' 156 0.853'' 312 1.354'' 468 1.774'' 624 2.150''

    4 0.074'' 160 0.868'' 316 1.366'' 472 1.784'' 628 2.159''

    8 0.118'' 164 0.882'' 320 1.377'' 476 1.795'' 632 2.168''

    12 0.154'' 168 0.896'' 324 1.389'' 480 1.805'' 636 2.177''

    16 0.187'' 172 0.910'' 328 1.400'' 484 1.815'' 640 2.186''

    20 0.217'' 176 0.924'' 332 1.411'' 488 1.825'' 644 2.195''

    24 0.245'' 180 0.938'' 336 1.423'' 492 1.835'' 648 2.204''

    28 0.271'' 184 0.952'' 340 1.434'' 496 1.844'' 652 2.213''

    32 0.297'' 188 0.966'' 344 1.445'' 500 1.854'' 656 2.222''

    36 0.321'' 192 0.980'' 348 1.456'' 504 1.864'' 660 2.231''

    40 0.344'' 196 0.993'' 352 1.468'' 508 1.874'' 664 2.240''

    44 0.367'' 200 1.007'' 356 1.479'' 512 1.884'' 668 2.249''48 0.389'' 204 1.020'' 360 1.490'' 516 1.894'' 672 2.258''

    52 0.410'' 208 1.033'' 364 1.501'' 520 1.904'' 676 2.267''

    56 0.431'' 212 1.047'' 368 1.512'' 524 1.913'' 680 2.276''

    60 0.451'' 216 1.060'' 372 1.523'' 528 1.923'' 684 2.285''

    64 0.471'' 220 1.073'' 376 1.533'' 532 1.933'' 688 2.294''

    68 0.490'' 224 1.086'' 380 1.544'' 536 1.942'' 692 2.303''

    72 0.509'' 228 1.099'' 384 1.555'' 540 1.952'' 696 2.312''

    76 0.528'' 232 1.111'' 388 1.566'' 544 1.962'' 700 2.321''

    80 0.547'' 236 1.124'' 392 1.577'' 548 1.971'' 704 2.330''

    84 0.565'' 240 1.137'' 396 1.587'' 552 1.981'' 708 2.338''

    88 0.582'' 244 1.149'' 400 1.598'' 556 1.990'' 712 2.347''

    92 0.600'' 248 1.162'' 404 1.609'' 560 2.000'' 716 2.356''

    96 0.617'' 252 1.174'' 408 1.619'' 564 2.009'' 720 2.365''

    100 0.634'' 256 1.187'' 412 1.630'' 568 2.019'' 724 2.373''

    104 0.651'' 260 1.199'' 416 1.640'' 572 2.028'' 728 2.382''

    108 0.668'' 264 1.211'' 420 1.651'' 576 2.038'' 732 2.391''

    112 0.684'' 268 1.224'' 424 1.661'' 580 2.047'' 736 2.400''

    116 0.700'' 272 1.236'' 428 1.672'' 584 2.057'' 740 2.408''

    120 0.716'' 276 1.248'' 432 1.682'' 588 2.066'' 744 2.417''

    124 0.732'' 280 1.260'' 436 1.693'' 592 2.075'' 748 2.426''

    128 0.748'' 284 1.272'' 440 1.703'' 596 2.085'' 752 2.434''

    132 0.763'' 288 1.284'' 444 1.713'' 600 2.094'' 756 2.443''

    136 0.778'' 292 1.296'' 448 1.723'' 604 2.103'' 760 2.451''140 0.794'' 296 1.307'' 452 1.734'' 608 2.113'' 764 2.460''

    144 0.809'' 300 1.319'' 456 1.744'' 612 2.122'' 768 2.469''

    148 0.824'' 304 1.331'' 460 1.754'' 616 2.131'' 772 2.477''

    152 0.838'' 308 1.343'' 464 1.764'' 620 2.140'' 776 2.486''

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    www.hydroflotech.com

    13

    13.4 Model TS224

    CALCULATED DISCHARGE HEAD TABLE FOR MODEL TS224

    Effluent weir length: 78.00 (Inches)

    GPMCalculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    Head

    0 0.000'' 195 0.886'' 390 1.406'' 585 1.842'' 780 2.231''

    5 0.077'' 200 0.901'' 395 1.418'' 590 1.852'' 785 2.241''

    10 0.122'' 205 0.916'' 400 1.430'' 595 1.863'' 790 2.250''

    15 0.160'' 210 0.930'' 405 1.442'' 600 1.873'' 795 2.260''

    20 0.194'' 215 0.945'' 410 1.453'' 605 1.884'' 800 2.269''

    25 0.225'' 220 0.960'' 415 1.465'' 610 1.894'' 805 2.279''

    30 0.254'' 225 0.974'' 420 1.477'' 615 1.904'' 810 2.288''

    35 0.282'' 230 0.989'' 425 1.489'' 620 1.915'' 815 2.298''

    40 0.308'' 235 1.003'' 430 1.500'' 625 1.925'' 820 2.307''

    45 0.333'' 240 1.017'' 435 1.512'' 630 1.935'' 825 2.316''

    50 0.357'' 245 1.031'' 440 1.523'' 635 1.946'' 830 2.326''

    55 0.381'' 250 1.045'' 445 1.535'' 640 1.956'' 835 2.335''60 0.404'' 255 1.059'' 450 1.546'' 645 1.966'' 840 2.344''

    65 0.426'' 260 1.073'' 455 1.558'' 650 1.976'' 845 2.354''

    70 0.447'' 265 1.086'' 460 1.569'' 655 1.986'' 850 2.363''

    75 0.468'' 270 1.100'' 465 1.581'' 660 1.996'' 855 2.372''

    80 0.489'' 275 1.114'' 470 1.592'' 665 2.006'' 860 2.382''

    85 0.509'' 280 1.127'' 475 1.603'' 670 2.016'' 865 2.391''

    90 0.529'' 285 1.140'' 480 1.614'' 675 2.026'' 870 2.400''

    95 0.548'' 290 1.154'' 485 1.626'' 680 2.036'' 875 2.409''

    100 0.567'' 295 1.167'' 490 1.637'' 685 2.046'' 880 2.418''

    105 0.586'' 300 1.180'' 495 1.648'' 690 2.056'' 885 2.427''

    110 0.605'' 305 1.193'' 500 1.659'' 695 2.066'' 890 2.437''

    115 0.623'' 310 1.206'' 505 1.670'' 700 2.076'' 895 2.446''

    120 0.641'' 315 1.219'' 510 1.681'' 705 2.086'' 900 2.455''

    125 0.658'' 320 1.232'' 515 1.692'' 710 2.096'' 905 2.464''

    130 0.676'' 325 1.245'' 520 1.703'' 715 2.106'' 910 2.473''

    135 0.693'' 330 1.258'' 525 1.714'' 720 2.115'' 915 2.482''

    140 0.710'' 335 1.270'' 530 1.725'' 725 2.125'' 920 2.491''

    145 0.727'' 340 1.283'' 535 1.735'' 730 2.135'' 925 2.500''

    150 0.743'' 345 1.295'' 540 1.746'' 735 2.145'' 930 2.509''

    155 0.760'' 350 1.308'' 545 1.757'' 740 2.154'' 935 2.518''

    160 0.776'' 355 1.320'' 550 1.768'' 745 2.164'' 940 2.527''

    165 0.792'' 360 1.333'' 555 1.778'' 750 2.174'' 945 2.536''

    170 0.808'' 365 1.345'' 560 1.789'' 755 2.183'' 950 2.545''175 0.824'' 370 1.357'' 565 1.800'' 760 2.193'' 955 2.554''

    180 0.840'' 375 1.369'' 570 1.810'' 765 2.203'' 960 2.563''

    185 0.855'' 380 1.382'' 575 1.821'' 770 2.212'' 965 2.572''

    190 0.870'' 385 1.394'' 580 1.831'' 775 2.222'' 970 2.580''

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    3985 Commerce Dr. St. Charles, IL 60174 Tel: 630-762-0380 Fax: 630-762-0390

    www.hydroflotech.com

    14

    13.5 Models TS128, TS256 & TS384

    CALCULATED DISCHARGE HEAD TABLE FOR MODELS TS128, 256 & 384

    Effluent weir length: 90.00 (Inches)

    GPMCalculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    HeadGPM

    Calculated

    Head

    0 0.000'' 312 1.101'' 624 1.748'' 936 2.291'' 1248 2.775''

    8 0.096'' 320 1.120'' 632 1.763'' 944 2.304'' 1256 2.787''

    16 0.152'' 328 1.139'' 640 1.778'' 952 2.317'' 1264 2.798''

    24 0.199'' 336 1.157'' 648 1.793'' 960 2.330'' 1272 2.810''

    32 0.241'' 344 1.175'' 656 1.807'' 968 2.342'' 1280 2.822''

    40 0.280'' 352 1.193'' 664 1.822'' 976 2.355'' 1288 2.834''

    48 0.316'' 360 1.211'' 672 1.837'' 984 2.368'' 1296 2.845''

    56 0.350'' 368 1.229'' 680 1.851'' 992 2.381'' 1304 2.857''

    64 0.383'' 376 1.247'' 688 1.866'' 1000 2.394'' 1312 2.869''

    72 0.414'' 384 1.265'' 696 1.880'' 1008 2.407'' 1320 2.881''

    80 0.444'' 392 1.282'' 704 1.894'' 1016 2.419'' 1328 2.892''

    88 0.474'' 400 1.300'' 712 1.909'' 1024 2.432'' 1336 2.904''96 0.502'' 408 1.317'' 720 1.923'' 1032 2.445'' 1344 2.915''

    104 0.529'' 416 1.334'' 728 1.937'' 1040 2.457'' 1352 2.927''

    112 0.556'' 424 1.351'' 736 1.951'' 1048 2.470'' 1360 2.938''

    120 0.582'' 432 1.368'' 744 1.965'' 1056 2.482'' 1368 2.950''

    128 0.608'' 440 1.385'' 752 1.980'' 1064 2.495'' 1376 2.961''

    136 0.633'' 448 1.402'' 760 1.994'' 1072 2.507'' 1384 2.973''

    144 0.658'' 456 1.418'' 768 2.008'' 1080 2.520'' 1392 2.984''

    152 0.682'' 464 1.435'' 776 2.021'' 1088 2.532'' 1400 2.996''

    160 0.706'' 472 1.451'' 784 2.035'' 1096 2.545'' 1408 3.007''

    168 0.729'' 480 1.468'' 792 2.049'' 1104 2.557'' 1416 3.019''

    176 0.752'' 488 1.484'' 800 2.063'' 1112 2.569'' 1424 3.030''

    184 0.774'' 496 1.500'' 808 2.077'' 1120 2.582'' 1432 3.041''

    192 0.797'' 504 1.516'' 816 2.090'' 1128 2.594'' 1440 3.053''

    200 0.819'' 512 1.532'' 824 2.104'' 1136 2.606'' 1448 3.064''

    208 0.840'' 520 1.548'' 832 2.118'' 1144 2.618'' 1456 3.075''

    216 0.862'' 528 1.564'' 840 2.131'' 1152 2.631'' 1464 3.086''

    224 0.883'' 536 1.580'' 848 2.145'' 1160 2.643'' 1472 3.098''

    232 0.904'' 544 1.595'' 856 2.158'' 1168 2.655'' 1480 3.109''

    240 0.924'' 552 1.611'' 864 2.172'' 1176 2.667'' 1488 3.120''

    248 0.945'' 560 1.626'' 872 2.185'' 1184 2.679'' 1496 3.131''

    256 0.965'' 568 1.642'' 880 2.198'' 1192 2.691'' 1504 3.142''

    264 0.985'' 576 1.657'' 888 2.212'' 1200 2.703'' 1512 3.153''

    272 1.005'' 584 1.672'' 896 2.225'' 1208 2.715'' 1520 3.165''280 1.025'' 592 1.688'' 904 2.238'' 1216 2.727'' 1528 3.176''

    288 1.044'' 600 1.703'' 912 2.251'' 1224 2.739'' 1536 3.187''

    296 1.063'' 608 1.718'' 920 2.264'' 1232 2.751'' 1544 3.198''

    304 1.082'' 616 1.733'' 928 2.277'' 1240 2.763'' 1552 3.209''

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