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    COMMENTS :

    Sign.N.

    Sign.N.

    Sign.N.

    Sign.N.

    B Sign.N. 18/04/2011

    A Sign.N. 10/10/2010

    R E V

    ETABLIESTABLISHEDVERIFIE

    CHECKED APPROUVE APPROVED DATE MODIFICATIONS STAT

    Approved Approved as noted Returned for correction For information

    Date : ………………………….. Signature : …………………………….

    LAHMEYER INTERNATIONAL

    GOVERNMENT OF THE REPUBLIC OF THE SUDANMINISTRY OF IRRIGATION AND WATER RESOURCES

    MEROWE DAM PROJECT IMPLEMENTATION UNIT

    MEROWE DAM PROJECT 10 x 140MVA

    CONTRACTS 3A, 3B, 3C, 3E

    ENGINEER: CONTRACTOR:

    OPERATING & MAINTENANCE MANUALSLUDGE DRAWOFF - SLUDGE PUMPS AND SOLENOID VALVES

    -SEO- (92SEO005PO/006PO, 92SEO058VE/059VE, 92SEO001EL/002EL/003EL/004EL, 92SEO001CO)SCALE

    1/1Subcontractor:

    INTERNAL USE

    Power EnvironmentHydro

    REVB

    SH/SH END1/

    N of SH AHS MRW00SEO.OM.109.04

    Ce document propriété de ALSTOM ne doit pas être utilisé, copié ou communiqué à des tiers sans son autorisation

    AHS-MRW00SEO.OM.109.04 REVISION: B Rev. Date: 18.04.2011

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    CHAPTER

    B) List of Illustrations 3

    C) Introduction: 4

    C1) General Description of Equipment ………… 5

    C2) Brief Description of Equipment Use ………… 6

    C3) Definitions and Technical Terms Used ………… 8

    C4) List of items used ………… 20

    D) Detailed Description of EquipmentE) Operating Principles and CharacteristicsF) Operating InstructionsG) Testing and Adjustment

    ● FLOW DIAGRAMS ………… 22

    ● SLUDGE PUMPS (92SEO005PO/006PO) ………… 25

    ● AUTOMATIC SHUTOFF VALVE (92SEO058VE/059VE) ………… 33

    ● SOLENOID VALVES (92SEO002EL/004EL) ………… 38

    ● SOLENOID VALVES (92SEO001EL/003EL) ………… 43

    ● AIR COMPRESSORS (92SEO001CO) ………… 49

    H) Maintenance Instructions: 52

    H1) Preventive Maintenance ………… 53

    H2) Repair and Adjustment ………… 55 ● MAINTENANCE INSTRUCTIONS: SLUDGE PUMPS ………… 56

    ● MAINTENANCE INSTRUCTIONS: AUTOMATIC SHUTOFF VALVE ………… 61

    H3) Spare Parts Lists ………… 68 ● SPARE PARTS CATALOGUE: SLUDGE PUMPS ………… 70 ● SPARE PARTS CATALOGUE: SOLENOIDS ………… 72

    H4) Special Tools Lists ………… 74H5) List of Suppliers ………… 75

    J) As Built Drawings ………… 76

    OPERATION & MAINTENANCE MANUAL

    ……… 21

    ……………

    PAGE

    ……………

    ……………

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    B) LIST OF ILLUSTRATIONS

    SITE TEST REPORTSSEO – DOMESTIC SEWAGE – SANITARYWASTEWATER TREATMENT SYSTEM

    AHS-MRW00SEO.OM.109.04 REVISION: B Rev. Date: 18.04.2011

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    http://seo_site%20test%20reports/00_00SEO_TABLE%20OF%20CONTENTS.xlshttp://seo_site%20test%20reports/00_00SEO_TABLE%20OF%20CONTENTS.xls

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    C1) BRIEF DESCRIPTION OF EQUIPMENT

    SLUDGE DRAWOFF

    LIST OF MAIN EQUIPMENT:

    REFERENCE DESCRIPTION MODEL SUPPLIER

    92SEO005PO/006PO SLUDGE PUMPS TX70ANMANUF:TOPFLO

    SUPPLIER:HYTEC

    92SEO058VE/059VE AUTOMATIC SHUTOFF VALVE AP100GHYTEC

    92SEO002EL/004EL SOLENOID VALVE 2/2 WAY 5281 A 13,0NBRMS HYTEC

    92SEO001EL/003EL SOLENOID VALVE 3/2 WAY 6014 C 2,0 FKMMS HYTEC

    92SEO001CO COMPRESSED AIR VESSEL DNX3200T/AC30E200T

    MANUF:

    WORTHINGTONSUPPLIER:

    HYTEC

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    C2) DESCRIPTION OF USE OF EQUIPMENT

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    AHS-MRW00SEO.OM.109.04 REVISION: B Rev. Date: 18.04.2011

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    C3) DEFINITION OF TECHNICAL TERMS

    Diaphragm pump

    Has good suction lift characteristics, some are low pressure pumps with low flow rates;others are capable of higher flows rates, dependent on the effective working diameter of thediaphragm and its stroke length. They can handle sludges and slurries with a relatively highamount of grit and solid content.

    It is a positive displacement pump that uses a combination of the reciprocating action of arubber, thermoplastic or teflon diaphragm and suitable non-return check valves to pump afluid. When the volume of a chamber of either type of pump is increased (the diaphragmmoving up), the pressure decreases, and fluid is drawn into the chamber. When the chamberpressure later increases from decreased volume (the diaphragm moving down), the fluidpreviously drawn in is forced out. Finally, the diaphragm moving up once again draws fluidinto the chamber, completing the cycle.

    Wastewater Glossary

    Acidic: the condition of water or soil that contains a sufficient amount of acid substances tolower the pH below 7.0.

    Activated Sludge: Sludge that has undergone flocculation forming a bacterial culture typically carried out intanks. Can be extended with aeration. See Extended Aeration .

    Advanced Primary Treatment:

    The use of special additives to raw wastewater to cause flocculation or clumping to helpsettling before the primary treatment such as screening.

    Advanced Wastewater Treatment Any advanced process used above and beyond the defacto typical minimum primary andsecondary wastewater treatment.

    Aeration the mixing or turbulent exposure of water to air and oxygen to dissipate volatile contaminantsand other pollutants into the air.

    Aeration tanka chamber used to inject air into water.

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    http://en.wikipedia.org/wiki/Sludgehttp://en.wikipedia.org/wiki/Slurryhttp://en.wikipedia.org/wiki/Pump#Positive_displacement_pumpshttp://en.wikipedia.org/wiki/Rubberhttp://en.wikipedia.org/wiki/Thermoplastichttp://en.wikipedia.org/wiki/Polytetrafluoroethylenehttp://en.wikipedia.org/wiki/Diaphragm_(mechanics)http://en.wikipedia.org/wiki/Check_valvehttp://en.wikipedia.org/wiki/Fluidhttp://wecleanwater.com/html/glossary/activated-sludge.htmhttp://wecleanwater.com/html/glossary/advanced-primary-treatment.htmhttp://wecleanwater.com/html/glossary/advanced-wastewater-treatment.htmhttp://wecleanwater.com/html/glossary/advanced-wastewater-treatment.htmhttp://wecleanwater.com/html/glossary/advanced-primary-treatment.htmhttp://wecleanwater.com/html/glossary/activated-sludge.htmhttp://en.wikipedia.org/wiki/Fluidhttp://en.wikipedia.org/wiki/Check_valvehttp://en.wikipedia.org/wiki/Diaphragm_(mechanics)http://en.wikipedia.org/wiki/Polytetrafluoroethylenehttp://en.wikipedia.org/wiki/Thermoplastichttp://en.wikipedia.org/wiki/Rubberhttp://en.wikipedia.org/wiki/Pump#Positive_displacement_pumpshttp://en.wikipedia.org/wiki/Slurryhttp://en.wikipedia.org/wiki/Sludge

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    Aerobic Wastewater TreatmentOxygen dependent wastewater treatment requiring the presence of oxygen for aerobicbacterial breakdown of waste.

    Algicidesubstance or chemical used specifically to kill or control algae.

    Alkaline the condition of water or soil that contains a sufficient amount of alkali substance to raise thepH above 7.0.

    Alkalinity the measurement of constituents in a water supply which determine alkaline conditions. Thealkalinity of water is a measure of its capacity to neutralize acids. See pH.

    Alkalinity A measure of a substances ability to neutralize acid. Water containing carbonates,bicarbonates, hydroxides, and occasionally borates, silicates, and phosphates can bealkaline. Alkaline substances have a pH value over 7

    Anaerobic: Wastewater treatment in which bacteria breakdown waste without using oxygen.

    Anaerobic Wastewater TreatmentWastewater treatment in the absence of oxygen, anaerobic bacteria breakdown waste.

    Aqueous solubility

    the maximum concentration of a chemical that will dissolve in pure water at a referencetemperature.

    Backwashing reversing the flow of water through a home treatment device filter or membrane to clean andremove deposits.

    Bar screen in wastewater treatment, a device used to remove large solids from the incoming wastewaterstream.

    BacteriaSingle cell Microscopic living organisms lacking chlorophyll that digest many organic andinorganic substances. An essential part of the ecosystem including within human beings.

    BioengineeringThe use of living plants as part of the system, be it wastewater treatment, erosion control,water polishing, habitat repair and on.

    Biological treatment / BioreactorThe biological treatment in the fixed bed bioreactor is the main treatment in the waste waterplant. The process consists of decomposing soluble organic compounds in the waster waterinto carbon dioxide, nitrogen compounds and water. This decomposition is principally doneby a bacteria population in aerobic conditions.

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    Biological oxidation decomposition of complex organic materials by microorganisms. Occurs in self-purification ofwater bodies and in activated sludge wastewater treatment.

    BiosolidsRich organic material leftover from aerobic wastewater treatment, essentially dewateredsludge that can be re-used.

    BOD - Biochemical Oxygen DemandSince oxygen is required in the breakdown or decomposition process of wastewater, its"demand" or BOD, is a measure of the concentration of organics in the wastewater.

    Blowdown the water drawn from boiler systems and cold water basins of cooling towers to prevent thebuildup of solids.

    Breakpoint chlorination addition of chlorine to the point where all organic matter and ammonia compounds havebeen destroyed and any additional chlorine becomes a free chlorine residual available fordisinfection.

    Clarifier A piece of wastewater treatment equipment used to "clarify" the wastewater, usually somesort of holding tank that allows settling. Used when solids have a specific gravity greater than1.

    COD - Chemical Oxygen DemandThe amount of chemical oxidant required to breakdown the wastes, also an indicator of theconcentration of organics.

    Chlorination the adding of chlorine to water or sewage for the purpose of disinfection or other biological orchemical results.

    Clarification the clearing action that occurs during wastewater treatment when solids settle out.Clarification is often aided by centrifugal action or chemically induced coagulation.

    Clarifier a tank in which solids settle to the bottom and are subsequently removed as sludge.

    Coagulation in water treatment, the use of chemicals to make suspended solids gather or group togetherinto small flocs.

    Combined SewerCombining the municipal sewer systems with storm drainage. Risks overpowering thesystem in large rain events. The benefit is that pollutants from storm drainage get treated,

    Combined Sewer Overflow (CSO)When a combined sewer system is overpowered by storm drainage and overflows.

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    Constructed Wetland

    An artificially created wetland usually with a waterproof lining for wastewater purification.Detention, flow rates, types of plants and other parameters are controlled to improve BOD,SS and N removal. Typical riparian plants like cattails and reeds are used to provide bacteriawith an oxygenating root zone.

    Deionized water water free of inorganic chemicals.

    Detention Time - Retention Time, Residence TimeHow long on average wastewater undergoes the wastewater treatment process. Time varygreatly across various types of wastewater treatment, from minutes to weeks.

    Dewatered SludgeThe sludge after it's been dewatered, also know as sludge cake.

    Dewatered Sludge CakeThe sludge after dewatering that is cake like, compressed. The lower the water content thebetter for wastewater treatment purposes.

    DewateringRemoving water from sludge or other solids.

    Dewaterremove or separate a portion of the water in a sludge or slurry to dry the sludge so it can behandled and disposed; remove or drain the water from a tank, trench, or aquifer.

    DigestionThe breaking down of sludge and other waste biologically by microorganisms. Results inbyproducts such as methane gas, carbon dioxide, sludge solids and water. Aerobic digestionrequires oxygen, anaerobic digestion the absence of oxygen.

    DenitrificationBiologically removing nitrate converting it to nitrogen gas.

    Dilution ratio

    the critical low flow of the receiving water at the point of recycled water discharge divided bythe flow of the discharge. Is used in the biomonitoring test to simulate in-stream conditionsthat organisms will be exposed to during critical low-flow times.

    Dischargethe volume of water that passes a given point within a given period of time. It is an all-inclusive outflow term, describing a variety of flows such as from a pipe to a stream, or froma stream to a lake or ocean.

    Disinfectant

    a chemical or physical process that kills or inactivates pathogenic organisms in water.Chlorine is the most commonly used disinfectant for recycled water, potable water supplies,wells, and swimming pools. Other disinfectants include ozone, bromine, iodine, chlorinedioxide, heat, and ultraviolet light.

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    DisinfectionThe use of chemicals to kill any disease causing organisms in the polished wastewater. UVlight can also be used.

    Dissolved Oxygen (DO)The amount of oxygen dissolved in the water. Measured in milligrams per liter.

    EffluentThe final output flow of a wastewater treatment plant.

    Extended Aeration An aeration system that adds aerobic sludge digestion to the activated sludge process.

    Facultative Ponds

    Wastewater ponds with some form of aeration for oxygen replenishment. Can also use algaeand other plants for oxygen replenishment.

    Filter a device used to remove solids from a mixture or to separate materials. Materials arefrequently separated from water using filters.

    Filtration the mechanical process which removes particulate matter by separating water from solidmaterial, usually by passing it through sand.

    FlocParticulate and or bacterial clumps forming wooly looking clusters in wastewater. Inbiological processes such as extended aeration or activated sludge and others the floccontains aerobic or anaerobic microorganisms. For industrial applications flocculants areused.

    FlocculationThe process whereby a chemical or other substance is added to wastewater to trap or attractthe particulate suspended solids into clusters or clumps of floc or flocculent, wooly lookingmasses.

    Flocculating AgentThe flocculant or chemical used to cause flocculation.

    FlocculantSame as flocculating agent, the catalyst substance that causes the chemical reaction withTSS to form flocculent many times encapsulating the solids.

    FlocculentThe "floc" or wooly mass of clusters that is formed in flocculation. Many times usedinterchangeably with "flocculant" however truly refers to the floc mass and not the catalyst

    flocculating agent.

    Free Water Surface Wetland (FWS) A constructed wetland or other shallow wastewater treatment pond where the shallow wateris exposed directly to the air.

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    GreaseFats, soaps, oils, waxes and etc. in wastewater.

    Grit ChamberUsually in municipal wastewater treatment, a chamber or tank in which primary influent isslowed down so heavy typically inorganic solids can drop out, such as metals and plastics.

    Headthe pressure of a fluid owing to its elevation, usually expressed in feet of head or in poundsper square inch, since a measure of fluid pressure is the height of a fluid column above agiven or known point.

    HeadworksThe beginning of the treatment plant where the influent begins treatment.

    Hydrometer an instrument used to measure the density of a liquid.

    Impermeable material that does not permit fluids to pass through.

    Impervious the quality or state of being impermeable; resisting penetration by water or plant roots.Impervious ground cover like concrete and asphalt affects quantity and quality of runoff.

    Industrial EcologyIndustrial Ecology (IE) focuses on combining perpetually desirable outcomes in environment,economy and technology sustainably. The primary tenet is that all systems mimic nature andare thus closed loop, continuous, circular. In wastewater treatment industrial ecology wouldmean that all so called "waste" is re-input into the same or other process. For example,biosolids as fertilizer can be considered a use of sludge consistent with industrial ecology.Recycling wastewater into the treatment plant, manufacturing or other process is anotherexample.

    Industrial Wastewater TreatmentWastewater treatment for industries such as manufacturing, food processing, corrugators,printing and so on. Paper and pulp mills' treatment of wastewater is an example of industrialwastewater treatment. Municipal wastewater treatment would be an example not consideredto be industrial.

    InfluentThe untreated wastewater or raw sewage coming into a wastewater treatment plant.

    Influent ScreensSreens used to remove large inorganic solids from the wastestream.

    Innovative and Alternative (I&A) An EPA term for wastewater treatment systems that reuse all or part of the wastewater.

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    Jar testa laboratory procedure that simulates a water treatment plant's coagulation/flocculation unitswith differing chemical doses, mix speeds, and settling times to estimate the minimum orideal coagulant dose required to achieve certain water quality goals.

    Liquid Solids SeparationThe process of separating the liquids and solids in a given wastewater. Liquid/solidsseparation comes in one of 3 processes:

    1. If the solids sink (specific gravity greater than 1) use a clarifier2. If the solids float (specific gravity less than 1) use a floatation unit (DAF)3. If neither sink or float (specific gravity is 1) try using a screen (rotary or parabolic)

    Mechanized Bar Screen located at the inlet of sewage tank remove biggersolids from wastewater to prevent clogging

    MGDMillion Gallons per Day - 694.4 gallons per minute.

    Mixing zone a limited volume of receiving water that is allocated for diluting a wastewater dischargewithout causing adverse effects to the overall water body.

    Modified Permit, WaiverEPA variances or waivers granted.

    Nitrate a compound containing nitrogen that can exist in water as a dissolved gas. It can haveharmful effects on humans and animals. Nitrates in water can cause severe illness in infantsand domestic animals. A plant nutrient and inorganic fertilizer, nitrate is found in septicsystems, animal feed lots, agricultural fertilizers, manure, industrial wastewaters, sanitarylandfills, and garbage dumps.

    N: Nitrogen (N - NH4)The measure of nitrogen usually as ammonia and nitrate present in various wastewaters.

    NO2: Emissions from immersed biofilters during nitrogen removal in tertiary treatments. Anaerobic process to convert ammonium in to nitrate

    Nonpotable not suitable for drinking. Compare potable.

    Natural SystemsWastewater treatment systems usually biological with a minimum of mechanical componentsor processes, for example, constructed wetlands.

    OnsiteWastewater treatment at the point of production typically associated with residential systemssuch as septic tanks. Onsite treatment plants are also common in hotels, schools, smallcommunities and manufacturing plants. Onsite treatment can reduce the costs ofconcentrating wastewaters into one huge treatment plant.

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    Primary Wastewater TreatmentThe first process usually associated with municipal wastewater treatment to remove thelarge inorganic solids and settle out sand and grit.

    Primary settling tank Here the wastewater is going to be clarified so that only solubleorganic matters are sent to the fixed bed bioreactor.

    Raw SewageUntreated sanitary wastewater.

    Reclaimed WaterReusable wastewater from wastewater treatment such as tertiary treatment of wastewater inbiological and other systems.

    Remediation

    methods used to remove or contain a toxic spill or hazardous materials from a Superfundsite; a generic term used to describe cleanup activities.

    Run OffStorm flows that aren't absorbed and flow off the land and streets.

    Sand filters devices that remove suspended solids from a wastewater treatment plant effluent or watertreatment plant product.

    Sanitary Wastewater (domestic)Wastewater from human domestic water use.

    Saturationthe condition of a liquid when it has taken into solution the maximum possible quantity of agiven substance at a given temperature and pressure.

    ScumUsually fatty material in wastewater that floats.

    Secondary Wastewater Treatment

    Second biological process of digestion with bacteria.

    Secondary settling tank After biological treatment the secondary tank receives the effluentby gravity. Here the treated effluent is going to be clarified. Then the clarified water of thesecondary settling tank is directed by gravity across the UV disinfection treatment (U.Vsterilizer to the discharge tank

    Sedimentationa large scale water treatment process where heavy solids settle out to the bottom of thetreatment tank after flocculation.

    Seepa spot where water contained in the ground oozes slowly to the surface and often forms apool; a small spring.

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    Seepage percolation of water through the soil from unlined canals, ditches, laterals, watercourses, orwater storage facilities.

    Segmenta water body or portion of a water body that is individually defined and classified. A segmentis intended to have relatively homogenous chemical, physical, and hydrologicalcharacteristics.

    Sewage (or wastewater)The used water and added waste of a community which is carried away by drains andsewers.

    Sewerage A system of sewers; the removal of waste materials by means of a sewer system.

    Skimming using a machine to remove oil or scum from the surface of the water.

    SludgeThe solid waste material which settles out in the wastewater treatment process, sometimesbiosolids. Can be dewatered and reused or disposed.

    Sludge digester tank in which complex organic substances like sewage sludge are biologically dredged.

    Energy is released and much of the sewage is converted to methane, carbon dioxide, andwater.

    Sludge DewateringRemoving the remaining water from sludge for reuse and to lighten the sludge for reuse ordisposal.

    Solubility the amount of mass of a compound that will dissolve in a unit volume of solution.

    Solute any substance derived from the atmosphere, vegetation, soil, or rock that is dissolved inwater.

    Soft water any water that does not contain a significant amount of dissolved minerals such as salts ofcalcium or magnesium.

    Storm Water Run-Off (SRO)The pulse of surface water following a rainstorm. The water carries sediment, gas, oil, animalfeces, glass and other waste from the watershed to receiving waters creating a difficulturban/suburban wastewater problem.

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    Storm Drain

    A pipeline or channel system that carries surface water and/or runoff to public waters, butdoes not feed into sewer system.

    Subsurface Flow Wetland (SF) A type of constructed wetland in which primarily treated waste flows through deep gravel orother porous substrate planted with wetland vegetation. The water is not exposed to the air,avoiding problems with odor and direct contact.

    Suspended solidsthe small solid particles in water that cause turbidity. Particles of suspended sediment tendto settle at the channel bottom, but upward currents in turbulent flow counteract gravitationalsettling.

    TDS - Total Dissolved Solids

    Total Dissolved Solids (TDS) is a the combined total of all dissolved solids in wastewater,both organic and inorganic and very fine, such as colloidal minerals. Generally particles mustbe smaller than two micrometers to be considered a dissolved solid. For example, saltdissolved in water is a dissolved solid. Therefore TDS will "survive" screening or othercoarse filtration.

    Tertiary Wastewater Treatment (Advanced)Biological or chemical polishing of wastewater to remove organics, solids and nutrients.Tertiary wastewater effluent limits are generally 10 mg/1 BOD5 and 10 mg/1 TSS.

    Tertiary TreatmentThe use of filtration to remove microscopic particles from wastewater that has already beentreated to a Secondary Level. Anthracite coal is the filter medium used by the MWWD.

    Toxic pollutant those pollutants or combinations of pollutants, including disease-causing agents, which afterdischarge and upon exposure, ingestion, inhalation or assimilation into any organism can, onthe basis of information available, cause death, disease, behavioral abnormalities, cancer,genetic mutations, physiological malfunctions or physical deformation in such organism ortheir offspring. The quantities and exposures necessary to cause these effects can varywidely.

    TreatabilityHow treatable a water sample is with a given substance. The "treatability" of Floccin™ isvery high with a wide array of wastewater types. The more treatable wastewater is, thebetter, obviously. All wastewater is treatable, how easy it is varies. The treatability can betested using samples in a "jar test". A small water sample is taken and placed in a jar. Thenthe flocculant or other treatment additive mixed in and the results observed. Treatability testsare an important part of wastewater optimization.

    Total Coliforms

    include bacteria that are found in the soil, in water that has been influenced by surface water,and in human or animal waste.

    TSS - Total Suspended Solids As the name implies, the total solid particles that are suspended (as opposed to dissolved) inthe wastewater. TSS must be filtered out, flocculated, digested and so on for removal in the

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    treatment of wastewater. Though not necessarily pollutants TSS is considered to be ameasure of pollutants in water by the EPA in the US.

    Turbid thick or opaque with matter in suspension. Rivers and lakes may become turbid after a

    rainfall.Turbidity

    A measure of how clear water is in ntu, invisible to the average naked eye until readings inexcess of 100 are reached, typically determined by shining light through a sample placed ina turbidimeter.

    Ultraviolet Disinfection (UV) / UV SterilizerThe use of ultraviolet light to kills bacteria and other microorganisms in water andwastewater. Typically a final treatment step.

    WastewaterWastewater is "used" water, the water leftover after its use in numerous application such asindustrial, agricultural, municipal, domestic and on

    ´

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    http://wecleanwater.com/http://wecleanwater.com/

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    D) DETAILED DESCRIPTION&

    E) OPERATING PRINCIPLES ANDCHARACTERISTICS

    &

    F) OPERATING INSTRUCTIONS&

    G) TESTING AND ADJUSTMENT

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    FLOW DIAGRAM

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    AHS-MRW00SEO.OM.109.04

    REVISION: B Rev. Date: 18.04.2011

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    AHS-MRW00SEO.OM.109.04

    REVISION: B Rev. Date: 18.04.2011

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    3. SLUDGE DRAW OFF

    3.1. Sludge pump 92SEO005PO&92SEO006PO

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    0. GENERAL

    Introduction The waring symbols

    1. INSTALLATION1.1. Receiving inspection1.2. Storage1.3. Foundation1.4. Suction and discharge pipings1.4.1 Turnable connections

    1.4.2 Connection of suction pipe1.5 Air connection

    2. OPERATION2.1 Health and safety2.1.1 Air pressure2.1. 2 Temperature hazards2.2 Before starting the pump

    3. MAINTENANCE

    Routine inspectionComplete inspectionLocation of faultsDismantling of alu and cast iron pumpsBefore the dismantling procedure MainpartsCenter blockAssembling of alu and cast iron pumpsCenter blockSuction and discharge connectionMain partsTest run

    MainpartsCenterblock

    4. SPARE PARTST70, T120, T220 and T420 (alu andcast iron)

    5. DATA

    5.1 Capacity curves5.2 Capacity changes

    5.4 Technical data5.5 Ti htenin tor ues

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    AUTOMATIC SHUTOFF VALVE

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    3.2. Automatic shut-off valve 92SEO058VE&92SEO059VE

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    REVISION: B Rev. Date: 18.04.2011

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    SOLENOID VALVE2/2 WAY

    (92SEO002EL/004EL)

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    3.3. Solenoids valves (92SEO002EL&92SEO004EL)

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    SOLENOID VALVE3/2 WAY

    (92SEO001EL/003EL)

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    3.4. Solenoids valves ((92SEO001EL &92SEO003EL)

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    COMPRESSED AIR VESSEL

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    3.5. Air compressor 92SEO001CO

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    REVISION: B Rev. Date: 18.04.2011

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    H) MAINTENANCE INSTRUCTIONS

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    H1) PREVENTIVE MAINTENANCE

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    PREVENTIVE MAINTENANCE SCHEDULE

    Nr. i l y e e

    k l y

    n t h l y

    o n t h s

    o n t h s

    a r l y

    e a r s

    e a r s

    R e q u i r e

    d

    S p e c i

    f i e d

    System /Equipment

    OPERATION AND MAINTENANCE MANUAL

    D a

    W M 3 6 Y e

    2 5 A s

    A s

    SEO

    SLUDGEDRAWOFF

    92SE0005PO, 92SEO006PO,92SEO058VE/059VE,92SEO002EL/004EL,92SEO001EL/003EL,

    92SEO001CO

    1

    1.1 X*

    1.2 X*

    1.3 X*

    Check for leaks from pump

    Check if screws on housing are properly fastened

    Check for a change of sound of running pump. Change of sound indicates something is wrong.

    SLUDGE PUMPS:

    1.4 X*

    1.5 X*

    1.6 X*

    1.7 X*

    1.8 X*

    Verify if the valve balls are not blocked or damaged

    Check air pressure

    Check sealing's in air valve or center block

    Check if muffler is not blocked

    Check if suction connection is not tight or blocked.

    1.9 X*

    1.10 X*

    1.11 X*

    2

    Replace diaphragms as required

    AUTOMATIC SHUTOFF VALVE:

    Check diaphragms for wear

    Check if air valve is not defective

    2.1 X*

    3

    3.1 X*

    3.2 X*

    *

    Verify the correct operation of shutoff valve

    SOLENOID VALVES:

    Check voltage and current

    Check the pressure

    .

    4

    4.1 X*

    4.2 X*

    ec e p pe run e r s

    Drain condensate from the vessel periodically

    Verify the corrosion of framework through the inspection ports

    COMPRESSED AIR VESSEL:

    X* Note: ‐ These Maintenance frequencies are a guide line and should be cross checked with the manufactures recommendations in their respective manuals considering operational conditions and running hours. These are suggested intervals as the manufacturers does not specify maintenance frequencies. The frequency can be modified to suite accordingly.

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    H2) REPAIR AND ADJUSTMENT

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    MAINTENANCE INSTRUCTIONS

    DIAPHRAGM SLUDGE PUMPS

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    MAINTENANCE INSTRUCTIONS

    AUTOMATIC SHUT OFF VALVE

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    REVISION: B Rev. Date: 18.04.2011

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    H3) SPARE PARTS LIST

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    OPERATION & MAINTENANCE MANUAL

    a) Spare Parts to be supplied under the current contract:

    (UNAVAILABLE AT THIS TIME)

    finalization and approval.▪ List is being prepared by Alstom in Paris, and will be included in this chapter after

    AHS-MRW00SEO.OM.109.04

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    SPARE PARTS CATALOGUE

    SLUDGE PUMP

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    SPARE PARTS CATALOGUE

    SOLENOIDS

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    H4) SPECIAL TOOLS LIST

    - Not applicable

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    H5) LIST OF SUPPLIERS

    HYTEC Industrie28 av des BéthunesBP1906095071 CergyPontoiseCEDEXT: +33 1 34 30 84 37

    [email protected]

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    mailto:[email protected]:[email protected]:[email protected]:[email protected]

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    J) AS BUILT DRAWINGS

    REFERENCE DESCRIPTION

    AHS MRW 92 SEO EQ 100 SANITARY WASTE WATER TREATMENT SYSTEM - CONTROL CUBICLEEQUIPMENT DRAWING

    AHS MRW 92 SEO IG 100 SANITARY WASTE WATER TREATMENT SYSTEM - GENERAL ARRANGEMENTDRAWING

    AHS MRW 92 SEO IG 101 SANITARY WASTE WATER TREATMENT SYSTEM - LEVEL 265.000 - GENERAL ARRANGEMENT DRAWING

    AHS MRW 92 SEO IG 102 SANITARY WASTE WATER TREATMENT SYSTEM - SECTION A-A - GENERAL ARRANGEMENT DRAWING

    AHS MRW 92 SEO IG 103 SANITARY WASTE WATER TREATMENT SYSTEM -TECHNICAL BUILDING -GENERAL ARRANGEMENT DRAWING

    AHS MRW 92 SEO LC 100 SANITARY WASTE TREATMENT SYSTEM - CABLES LIST

    AHS MRW 92 SEO LE 100 SANITARY WASTE WATER TREATMENT SYSTEM - EQUIPMENTS LIST

    AHS MRW 92 SEO NF 100 SANITARY WASTE WATER TREATMENT SYSTEM -PROCESSING NOTE

    AHS MRW 92 SEO RC 100 SANITARY WASTE WATER TREATMENT SYSTEM - CONNECTING DIAGRAM

    AHS MRW 92 SEO SD 100 SANITARY WASTE WATER TREATMENT SYSTEM - ELECTRICAL DIAGRAM

    AHS MRW 92 SEO SP 101 SANITARY WASTE WATER TREATMENT PLANT - FLOW DIAGRAM

    AHS MRW 92 SEO SP 102 SANITARY WASTE WATER TREATMENT PLANT - SEWAGE STORAGE &PRIMARY SETTLING DIAGRAM

    AHS MRW 92 SEO SP 103 SANITARY WASTE WATER TREATMENT PLANT - BIOREACTOR & SLUDGESTABILIZATION DIAGRAM

    AHS MRW 92 SEO SP 104 SANITARY WASTE WATER TREATMENT PLANT - SECONDARY SETTLING &FINAL TREATMENT SKID DIAGRAM


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