This document provides guidelines for ideal, acceptable, and problematic ranges for various water chemistry parameters for swimming pool maintenance. It lists the parameters to test, such as pH, chlorine levels, total alkalinity, calcium hardness, cyanuric acid, metals, nitrates, phosphates, and salt or biguanide levels. For each parameter, it gives the ideal range, acceptable range, potential problems if outside the ranges, and corrective actions to take. The goal is to keep all water chemistry parameters within the ideal or acceptable ranges for safe and clear swimming pool water.
Activated carbon is a form of carbon processed to be riddled with small, low-volume pores that increase the surface area available for adsorption or chemical reactions.
Effluent treatment plant - design, operation and analysis of waste water trea...Shubham Hydrosys Pvt. Ltd
The Effluent Treatment Plants [ETP] plant is designed to treat the effluent coming from various areas of the plant. The treatment of different effluents varies with the type of effluent. Industrial wastewater contains a diversity of impurities and therefore for this reason alone, its treatment establishes a special task. Shubham Inc. offers comprehensive range of Effluent Treatment Plants that is highly effective.
The complete treatment solution works at many levels and comprises of different physical, chemical, biological and membrane processes. For reducing the BOD, COD, color, nitrogen and toxic level of the effluent, SHUBHAM is offeringa various solutions from ASP (activated sludge process) to advance Membrane technologies as per treated water uses.Shubham OffersCustomized systems to suit the extensive variety of effluents and to maintain efficiency are provided to industries.
We provide innovative and economical systems for waste withexpertise is advantageously employed for the technical and economic optimization of every subsequent facility.
SHUBHAM INC use the best-in-class technology and cutting-edge tools to foster high-quality, sustainable, community-level water supply sewage treatment plant and Effluent Treatment Plants projects in Gujarat, India across the ahmedabad, Surat, Rajkot and Baroda.
Some processes followed by us are:
• Aerobic Biological Process
• Anaerobic Biological Process
• Chemical-physical process
TREATMENT REQUIREMENTS:
1. Oil & grease Separation
2. Neutralization of Acids and Alkali
3. Removal of Suspended Solids
4. Reduction & Removal of metallic impurities
5. Reduction of high organic content: BOD, COD, P, TKN, etc.
6. Dissolve impurities for ZLD system.
TREATMENT METHODS
• Primary clarifications
• Biological process
• Secondary clarifications.
• Tertiary treatment
• Polishing units i.e. UF, RO and DM (Optional for recycling or ZLD)
Applications:
• Textile Industries
• Distilleries
• Pharmacy Industries.
• Chemical Industries
• Paper Industries
• Tannery Industries
• Dye & Dye Intermediaries
• Edible Oil Refineries
• Electroplating Industries
Features:
• Sturdy construction
• Resistant to corrosion
• Superior performance
• Rapid installation
• Less civil work involved
• Flexible in reworking
Activated carbon is a form of carbon processed to be riddled with small, low-volume pores that increase the surface area available for adsorption or chemical reactions.
Effluent treatment plant - design, operation and analysis of waste water trea...Shubham Hydrosys Pvt. Ltd
The Effluent Treatment Plants [ETP] plant is designed to treat the effluent coming from various areas of the plant. The treatment of different effluents varies with the type of effluent. Industrial wastewater contains a diversity of impurities and therefore for this reason alone, its treatment establishes a special task. Shubham Inc. offers comprehensive range of Effluent Treatment Plants that is highly effective.
The complete treatment solution works at many levels and comprises of different physical, chemical, biological and membrane processes. For reducing the BOD, COD, color, nitrogen and toxic level of the effluent, SHUBHAM is offeringa various solutions from ASP (activated sludge process) to advance Membrane technologies as per treated water uses.Shubham OffersCustomized systems to suit the extensive variety of effluents and to maintain efficiency are provided to industries.
We provide innovative and economical systems for waste withexpertise is advantageously employed for the technical and economic optimization of every subsequent facility.
SHUBHAM INC use the best-in-class technology and cutting-edge tools to foster high-quality, sustainable, community-level water supply sewage treatment plant and Effluent Treatment Plants projects in Gujarat, India across the ahmedabad, Surat, Rajkot and Baroda.
Some processes followed by us are:
• Aerobic Biological Process
• Anaerobic Biological Process
• Chemical-physical process
TREATMENT REQUIREMENTS:
1. Oil & grease Separation
2. Neutralization of Acids and Alkali
3. Removal of Suspended Solids
4. Reduction & Removal of metallic impurities
5. Reduction of high organic content: BOD, COD, P, TKN, etc.
6. Dissolve impurities for ZLD system.
TREATMENT METHODS
• Primary clarifications
• Biological process
• Secondary clarifications.
• Tertiary treatment
• Polishing units i.e. UF, RO and DM (Optional for recycling or ZLD)
Applications:
• Textile Industries
• Distilleries
• Pharmacy Industries.
• Chemical Industries
• Paper Industries
• Tannery Industries
• Dye & Dye Intermediaries
• Edible Oil Refineries
• Electroplating Industries
Features:
• Sturdy construction
• Resistant to corrosion
• Superior performance
• Rapid installation
• Less civil work involved
• Flexible in reworking
Tiff Hilton, “Manganese—Misunderstood, Mis-Regulated, & Mistaken for a Problem”Michael Hewitt, GISP
Manganese limits set forth by the Clean Water Act were not based on the toxicity of Manganese. And, as it turns out, the side effects from the treatment for manganese removal is a problem, not the Manganese. West Virginia adopted what is known as the “Five Mile Rule”, which stated that the human health criterion for manganese would only apply within a five mile zone up-stream from a public intake. This action, along with the existing available tools such as Alkaline Mine Drainage limits (No manganese) and Post Mining Limits (Report Only Limits) helped to substantially reduce the adverse effects created from the treatment itself.
Tiff Hilton, “Manganese—Misunderstood, Mis-Regulated, & Mistaken for a Problem”Michael Hewitt, GISP
Manganese limits set forth by the Clean Water Act were not based on the toxicity of Manganese. And, as it turns out, the side effects from the treatment for manganese removal is a problem, not the Manganese. West Virginia adopted what is known as the “Five Mile Rule”, which stated that the human health criterion for manganese would only apply within a five mile zone up-stream from a public intake. This action, along with the existing available tools such as Alkaline Mine Drainage limits (No manganese) and Post Mining Limits (Report Only Limits) helped to substantially reduce the adverse effects created from the treatment itself.
Measuring pKas, logP and Solubility by Automated titrationJon Mole
Presentation by Sirius Analytical covering measurement of pKa, LogP, LogD, Solubility, Supersaturation and precipitation kinetics.
For more details visit www.sirius-analytical.com
Determination of Anions by Ion Chromatography
1 SCOPE AND FIELD OF APPLICATION
This method is suitable for the determination of inorganic anions in Ammonia Solution in the range 100 ppb to 50 ppm m/v.
2 PRINCIPLE
The sample is passed through a column of anion exchange resin, on which the anions are absorbed and separated. They are then eluted with dilute sodium carbonate/sodium hydrogen carbonate solution and passed through a suppressor. This replaces the cations with hydrogen ions and thus reduces the background conductivity of the eluent. Final measurement is by conductivity
Ensuring potable water for public consumption is a major Public Health Concern. This presentation sums up all the necessary and prioritized parameters conducted for water analysis.
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1. http://www.dolphinindustriesnj.com/pools/
Pool Maintenance /Water Chemistry
Test
Ideal
Range
Acceptable
Range
Problem
Range
Corrective
Action
pH (Chlorine) 7.2 - 7.6 7.2 - 7.6
too high or too
low
Add acid or sodium
bisulfate to lower.
Add soda ash to
raise.
pH (Bromine) 7.2 - 7.8 7.2 - 7.8
too high or too
low
Add acid or sodium
bisulfate to lower.
Add soda ash to
raise.
Free Chlorine, PPM
(Active Germicidal
Form)
1 - 3 PPM 1 - 3 PPM over 5.0 PPM
Too low add
chlorine.
Too high cut back on
chlorine additions.
Combined Chlorine,
PPM
(Total minus Free
Chlorine)
0 - 0.3 PPM 0 - 1.0 PPM over 1.0 PPM
Too high
superchlorinate.
Total Chlorine, PPM
(Free plus Combined
Chlorine)
1 - 3 PPM 1 - 3 PPM over 3.0 PPM
Too high cut back on
chlorine additions.
Superchlorination 10 PPM 10 PPM n/a
How much will be
required depends on
product used and
pool condition.
Bromine, PPM 3 - 5 PPM 3 - 5 PPM over 10 PPM
Too low add bromine
or shock
Too high cut back on
bromine additions.
2. Total Alkalinity, PPM 80 - 120 PPM 80 - 180 PPM over 180 PPM
Too low add sodium
bicarbonate.
Too high consider
adding acid.
Calcium Hardness,
PPM, (Vinyl)
80 - 120 PPM 80 - 400 PPM over 400 PPM
Too low add Calcium
chloride.
Too high add
sequestering agent.
Calcium Hardness,
PPM, (Gunite)
150-200 PPM 150-400 PPM over 400 PPM
Too low add Calcium
chloride.
Too high add
sequestering agent.
Cyanuric Acid, PPM,
(Frost belt)
20 - 40 PPM 20 - 150 PPM over 150 PPM
Too low add
Cyanuric Acid.
Too high replace
some water.
Cyanuric Acid, PPM,
(Sun belt)
40 - 60 PPM * 40 - 150 PPM** over 150 PPM
Too low add
Cyanuric Acid.
Too high replace
some water.
Iron, PPM 0.0 PPM 0.0 PPM
any measurable
amount
Add metal
treatment. At least
one dose per 0.5
PPM.
Copper, PPM
(Mineral Sanitizer or
Ionizer)
0.1 - 0.3 PPM
0.1 - 0.3 PPM
(with pH
favoring 7.2)
over 0.3 PPM
Follow man.
instructions
Copper, (unplanned
additions, natural
sources or corrosion)
0.0 PPM
0.1 - 0.3 PPM
(with pH
favoring 7.2)
over 0.3 PPM
Add metal
treatment. At least
one dose per 0.5
PPM.
Manganese, PPM 0.0 PPM 0.0 PPM
any measurable
amount
Add metal
treatment. At least
one dose per 0.5
PPM
Nitrates, PPM 0 - 10.0 PPM 0 - 40 PPM over 40 PPM
No practical solution.
Removing
phosphates
mitigates their
presence.
3. Phosphates, PPB 0 - 100 PPB 0 - 250 PPB over 250 PPB Phosphate removers
are available. If
untreated, higher
chlorine usage
results.
Total Dissolved
Solids, PPM
no salt chlorine gen
300 - 2000 PPM 300 - 3000 PPM over 3000 PPM
Replace some of the
water.
Total Dissolve Solids,
PPM
w/salt chlorine gen
3000-4000 PPM 3000-5000 PPM over 5000 PPM
Test salt level and
consider replacing
some water
Salt, PPM
with salt chlorine
generator
Manufacturer's
Recommendation
Manufacturer's
Recommendation
Too high or too
low.
Add salt, if too low.
Replace some
water, if too high.
Biguanide, PPM 30 - 50 PPM 30 - 50 PPM
Too high or too
low.
Add Biguanide, if too
low.
Too high, reduce
additions.
Biguanide Shock,
PPM
Suggested application is 1-quart
per 7500 gallons. Enough has to be
added to register a 5-10 PPM level
and produce clear water.
Varies with spa use.
Too high or too
low.
Add Biguanide
Shock, if too low.
Too high, reduce
additions.