Transient, Non-Community Drinking Water Systems Training Class

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Presentation transcript:

Transient, Non-Community Drinking Water Systems Training Class Water Treatment Technologies for Chemical Contaminants Prepared by Bureau of Reclamation, Denver Federal Center Prepared for Bureau of Land Management May 20, 1999

Who is the Bureau of Reclamation (A bunch of dam engineers ) Provider of Technical services to Tribes, State and Federal Agencies Not a Regulatory Agency Protector of Indian Trust Assets

World’s Largest Desalting Plant Yuma, Arizona

ROWPU’s for Small Communities

Groundwater Remediation using Ion Exchange, Odessa Texas

Bureau of Reclamation’s Mission Statement To manage, develop and protect water and related resources in an environmentally and economically sound manner in the interest of the American public.

TSC Organization Located at DFC, employs 685 FTE’S Directory of engineers and technical staff Service oriented to BOR facilities, EPA (Superfund), FEMA (Emergency disaster response), Tribes, and others Cost estimators provide official BOR estimates

Basic Treatment Processes MF, UF, RO, NF AS, U, gross alpha & beta, Ra, Zn, NO3, Se ED NO3, Se Lime-Soda Precipitation Se(+4 or+6), As, U, Ra GAC Radon, Hg, Cd, organics, THM’s Ion exchange‑anion NO3, alkalinity IX‑ mixed bed gross beta

Basic Treatment Processes (continued) Ion exchange‑cation radium, Cu, Zn Lime Softening Cu, Pb, Hg, Cd, Zn, alkalinity Coag'n/floc'n w/FeSO4&filtr'n Se=,+4,+6, As Coag'n/floc'n w/alum&filtr'n Se=,+4,+6, Cd, Hg, Pb, Cu Greensand Filter & KMnO4 Fe and Mn Activated Alumina F, As, Se Air Stripping Radon, Organics Distillation Zn

Basic Treatment Processes (continued) TT1 Crypto/giardia, Turbidity TT2 Turbidity TT3 E‑coli and Total Coliform, Turbidity TT1= screening, rapid mix, polymer, alum, flocculation, clarification, dual media filtration, and chlorination TT2= rapid mix, alum, flocculation, clarification, and filtration TT3= Dual media filtration and chlorination

Water Treatment Primer

Contaminant Fact Sheets Alkalinity Arsenic Copper Cryptosporidium and Giardia Lamblia Fluoride Iron and Manganese Lead Mercury and Cadmium

Contaminant Fact Sheets (Continued) Nitrate Organics Radionuclides Selenium Total Coliform and E-Coli Total Dissolved Solids Turbidity and Total Suspended Solids Zinc

Primer Contents Contaminant-Based Fact Sheets Most Removal Techniques Listed Process Descriptions and Cost Data for BAT Description Pretreatment Maintenance Advantages & Disadvantages Construction and O& M Costs for 250,000 gpd

Primer (continued ) Fact Sheet Costs are in November 1996 dollars Costs planned to be updated this year Contaminants to be completed this year: chromium, thalium, nickel, cyanide, beryllium, barium, asbestos, antimony trihalomethanes and sulfates

Conventional Water Treatment Rapid Mixing Chemical Feed Coagulation and Flocculation Filtration Disinfection

Mixing/Flocculation and Sedimentation Instantaneous mix of coagulants Neutralizes the negative charges on colloids During the gentle mixing of flocculation, allows particles to agglomerate into larger particles Heavier particles are removed by settling

Rapid Mix and Flocculation Tanks

Rapid Mix and Flocculation Tanks

Clarifier

Pressure Clarifier

Filtration May be mesh screens, cartridges with fibrous elements, or media (sand or carbon or both) Removes particles that are too small to be removed in sedimentation basins Carbon Filters under-counter type or whole house

Pressure Filter

Filter’s Blower and Backwash Pump

Disinfection Chlorine is most common method Gaseous or tablet form May also be accomplished with : Chlorine Dioxide Chloramines Mixed Oxidants Ultra violet rays Ozone

Performance Monitoring “Optimizing Water Treatment Plant Performance Using the Composite Correction Program”, A Handbook numbered EPA/625/6-91/027 Pretreatment Screens clog with moss or silt variable raw water quality potential upstream pollution quantity limits algae blooms or bacterial problems

Why Pre-treat?

Performance Monitoring Flow measurement is important to accurately establish chemical feed rates, wash water rates, and unit loadings Mixing needs to be adequate Chemical feed systems need dosage control Monitor pH for optimum conditions

Solubilities vs pH

Chemical Feed Skid

Chemical Feed Skid

Performance Monitoring, continued Flocculation Note inlet and outlet conditions Provide variable energy input Provide at least two-stage flocculation Baffles for even flow distribution; avoid velocity currents from disrupting settling conditions in adjacent settling tank Observe size of floc

Performance Monitoring, continued Sedimentation Observe clarity of settled water noting size and appearance of any suspended floc Avoid flow density currents by proper design of inlet and outlet pipes Note sludge removal mechanism

Performance Monitoring cont’d Filtration Regulate filter flow in an even consistent manner Provide backup backwash pump Note frequency of backwash Backwash on turbidity or headloss

Performance Monitoring continued Disinfection Configuration and baffling of clearwell Proximity of “first user” Backup disinfection system Consider disinfection ahead of filter Flow paced system if flow varies

Performance Monitoring continued Wastes and Their Disposal Familiarize yourself with the filter backwash water and sedimentation tank sludge Is discharge permitted? Recycle of backwash water may return cysts

Performance Monitoring continued Laboratory and Maintenance Assess capability to perform process control tests such as pH, alkalinity, turbidity, etc. Maintenance requires tools, spare parts and storage Filing systems for equipment catalogs and records of plant operation, personnel, equipment condition and as-built drawings Preventative maintenance system recommended

ADVANCED WATER TREATMENT (non-membrane systems) Lime Soda Softening or Precipitation Alum or Iron compound co-precipitation Ion Exchange Granular Activated Carbon Air Stripping

Advanced Water Treatment (continued) Package Plants or Point of Use Units are available but not for all processes Lime Soda and Co-precipitation processes usually combined in an Upflow Solids Contact Reactor Combines rapid mix, flocculation, coagulation and sedimentation in one unit process

Advanced Water Treatment (continued) Physical-Chemical Processes Granular Activated Carbon, Carbon Filters Ion Exchange, Softeners Air Stripping Iron Filters, Greensand Media Distillation

Manganese Greensand Filter (Iron and Manganese Removal)

Advanced Water Treatment (continued) Ion-Exchange (softeners) ion-replacement due to chemical bond attraction affinity if sodium enriched resin is used, sodium is added to the water removes up to 10 ppm dissolved iron oxidized iron or iron bacteria may clog the resin

Ion Exchange

Ion Exchange vessels for Chromium

Advanced Water Treatment (continued) Granular Activated Carbon activated by heating the charcoal to provide additional surface area for adsorption available as under the sink or whole house removes some inorganics, chlorine, organics, THM’s, pesticides, radon, and taste and odor does not remove nitrates, bacteria, or dissolved minerals

Granular Activated Carbon

Advanced Water Treatment (continued) Distillation Process of boiling water;impurities are left behind; condenser using cooling coils to collect clean water Good for nitrates, sodium, sulfates, most organics Heat destroys bacteria Sizes range from 1 quart /hr to 0.5 gal/hr. Disadvantage of bland taste

Advanced Water Treatment (continued) Air Stripping contaminants moved from the water phase to the vapor phase through volatilization off-gas may require vapor phase carbon treatment good removal for pesticides and volatile organics

Advanced Water Treatment (continued) Pretreatment understanding the raw water quality turbidity, pH, alkalinity, etc. Residuals spent carbon or ion exchange resin, or air stripping media hazardous or non-hazardous

Advanced Water Treatment Residuals If hazardous, special requirements for: labeling storing transporting approved disposal site (RCRA) permitting

Advanced Water Treatment Residuals, continued Non-hazardous residuals regenerate by others lined ponds no groundwater contamination no discharge to septic tanks obtain approval from Local Health Authority

Costs of Water Treatment Total cost/1000 gallons Package Plants Filtration Coagulation/Filtration with tube settlers $1.73 Pressure depth clarifier/Pressure filter $1.90 Pressure depth clarifier/Pressure Filter with GAC adsorber $2.47

Costs of Water Treatment Total cost/1000 gallons Inorganic Contaminant Control High pressure reverse osmosis $4.03 Low pressure reverse osmosis $3.40 Cation exchange $1.44 Anion exchange $1.46 Activated alumina $1.47

Costs of Water Treatment Total cost/1000 gallons Organic Contaminant Control GAC in pressure vessel 6-mo carbon replacement $1.92 12-mo carbon replacement $1.67 Packed tower aerator $0.45

Costs of Water Treatment Relative Costs of Organic Removal From Lowest to Highest Cost Air Stripping Air Stripping w/Vapor Phase GAC Oxidation +Air Stripping + VPGAC 2 STAGE Air Stripping +VPGAC Oxidation +LPGAC Liquid Phase GAC

Costs of Water Treatment Total cost/1000 gallons Disinfection Gas feed chlorination $0.26 Hypochlorite solution $0.33 Pellet feed chlorinators $0.23 Ultraviolet light (57,600 GPD) $0.49 Ozonation-high pressureb $0.53

Opportunities from the Bureau of Reclamation 1. Research Research Awards $$ Water Treatment Primer Mobile Pilot Water Treatment Plant Water Quality Improvement Center 2. Technical Assistance Needs Assessments Design Services Plant Operations and Maintenance Manuals

Technology Transfer Desalting and Water Treatment Membrane Manual Water Treatment Primer for Communities in Need DesalNet CD-ROM of abstracts for 785 OSW/OWRT reports, with AWWA, demonstration version Updating Desalting Handbook for Planners Newsletter three times a year 25 previous desal reports available

Technology Transfer Updated Internet homepage: www.usbr.gov/water/water.html www.usbr.gov/water/desalting.html Sponsoring technical conferences and workshops

Mobile Water Treatment Pilot Plant

Eye Wash

Reclamation Water Quality Improvement Center Purpose To Provide a Cost Effective Pilot Testing Facility for Private Industry, Municipalities, Universities, Tribal Organizations, and U.S. and Foreign Governmental Agencies to Test Improved Water Treatment Technologies in the Field Is Offered On a Cost-Shared or Cost-Reimbursed Basis

Water Quality Improvement Center

Reclamation Water Quality Improvement Center (Continued) Adequate supply of variety of real world feed waters Brackish (TDS = 3000 ppm) Colorado River & Well Water (TDS = 800ppm) Services licensed operators experienced engineering staff on-site water quality lab data access via internet customized use agreements permits in place furnished office space hands-on operator training

Reclamation Water Quality Improvement Center (Continued) Process trains sedimentation lime softening chemical addition multi-media filtration microfiltration ultrafiltration nanofiltration reverse osmosis

Water Quality Improvement Center

Water Quality Improvement Center