07 Treatment of water- Disinfection and Advanced and Miscellaneous treatmentsakashpadole
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
Today Desalination is a common process that's used in seaside cities and towns worldwide. There are more than 15,000 desalination plants around the world providing fresh water from salt and brackish water alike. Increased water conservation and efficiency remain the most cost effective priorities in areas of the world when there is a large potential to improve the efficiency of water use practices.
This presentation provides with information regarding the processes , methods , applications of Water Treatment and simple design of water treatment filters. It incorporates chlorination, aeration, and other miscellaneous methods for water treatment
Introducing Groundwater Management PowerPoint Presentation Slides. Analyze information about water quality and underpin decisions about water resource management with this PPT slideshow. Demonstrate the process of planning, developing, and managing the optimum use of water by using this visually appealing PPT layout. The survey data for determining water quality can be easily presented by using our professionally designed water cycle management PowerPoint slideshow. Describe the natural processes and human processes that affect water quality. Understand sources of water pollution, natural and human processes affecting water quality by taking the advantage of this PPT slideshow. Provide data on the optimization of deterioration in water quality and pollutants that deteriorate the quality of water on a global scale with the help of our water quality management PowerPoint infographics. You can easily explain further topics like wastewater treatment process, wastewater reuse, global wastewater reuse by sector, etc. by downloading this ready-to-use PowerPoint slide deck. https://bit.ly/2RCTUun
07 Treatment of water- Disinfection and Advanced and Miscellaneous treatmentsakashpadole
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
Today Desalination is a common process that's used in seaside cities and towns worldwide. There are more than 15,000 desalination plants around the world providing fresh water from salt and brackish water alike. Increased water conservation and efficiency remain the most cost effective priorities in areas of the world when there is a large potential to improve the efficiency of water use practices.
This presentation provides with information regarding the processes , methods , applications of Water Treatment and simple design of water treatment filters. It incorporates chlorination, aeration, and other miscellaneous methods for water treatment
Introducing Groundwater Management PowerPoint Presentation Slides. Analyze information about water quality and underpin decisions about water resource management with this PPT slideshow. Demonstrate the process of planning, developing, and managing the optimum use of water by using this visually appealing PPT layout. The survey data for determining water quality can be easily presented by using our professionally designed water cycle management PowerPoint slideshow. Describe the natural processes and human processes that affect water quality. Understand sources of water pollution, natural and human processes affecting water quality by taking the advantage of this PPT slideshow. Provide data on the optimization of deterioration in water quality and pollutants that deteriorate the quality of water on a global scale with the help of our water quality management PowerPoint infographics. You can easily explain further topics like wastewater treatment process, wastewater reuse, global wastewater reuse by sector, etc. by downloading this ready-to-use PowerPoint slide deck. https://bit.ly/2RCTUun
Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur
Lecture notes of Environmental Engineering-II as per Solapur university syllabus of TE CIVIL.
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K Orchid college of Engg and Technology,
Solapur
Installing non-compatible Zero Liquid Discharge System to comply with Prescribed Norms imposed by State Pollution Control Board is simply equal to non-compliance of the same. To get the best possible solution for actual ZLD, Contact Us www.envirochemservices.in
New Techniques of wastewater ManagementPrashant Ojha
Wastewater treatment broadly describes water treatment preparing water no longer needed or suitable for its most recent use for return to the water cycle with minimal environmental issues. Wastewater treatment is distinguished from water treatment by focus on disposal rather than use. Water reclamation implies avoidance of disposal by use of wastewater as a raw water supply. Treatment means removing impurities from water being treated; and some methods of treatment are applicable to both water and wastewater. Production of waste brine, however, may discourage wastewater treatment removing dissolved inorganic solids from water by methods like ion exchange, reverse osmosis, and distillation.
Electrocoagulation (EC), is a rapidly growing area of wastewater treatment, less well known as radio frequency diathermy or short wave electrolysis, is a technique used for wash water treatment, wastewater treatment, industrial processed water, and medical treatment. Electricity-based electrocoagulation technology removes contaminants that are generally more difficult to remove by filtration or chemical treatment systems, such as emulsified oil, total petroleum hydrocarbons, refractory organics, suspended solids, and heavy metals. There are many brands of electrocoagulation devices available and they can range in complexity from a simple anode and cathode to much more complex devices with control over electrode potentials, passivation, anode consumption, cell REDOX potentials as well as the introduction of ultrasonic sound, ultraviolet light and a range of gases and reactants to achieve so-called Advanced Oxidation Processes for refractory or recalcitrant organic substances.
Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur
Lecture notes of Environmental Engineering-II as per Solapur university syllabus of TE CIVIL.
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K Orchid college of Engg and Technology,
Solapur
Installing non-compatible Zero Liquid Discharge System to comply with Prescribed Norms imposed by State Pollution Control Board is simply equal to non-compliance of the same. To get the best possible solution for actual ZLD, Contact Us www.envirochemservices.in
New Techniques of wastewater ManagementPrashant Ojha
Wastewater treatment broadly describes water treatment preparing water no longer needed or suitable for its most recent use for return to the water cycle with minimal environmental issues. Wastewater treatment is distinguished from water treatment by focus on disposal rather than use. Water reclamation implies avoidance of disposal by use of wastewater as a raw water supply. Treatment means removing impurities from water being treated; and some methods of treatment are applicable to both water and wastewater. Production of waste brine, however, may discourage wastewater treatment removing dissolved inorganic solids from water by methods like ion exchange, reverse osmosis, and distillation.
Electrocoagulation (EC), is a rapidly growing area of wastewater treatment, less well known as radio frequency diathermy or short wave electrolysis, is a technique used for wash water treatment, wastewater treatment, industrial processed water, and medical treatment. Electricity-based electrocoagulation technology removes contaminants that are generally more difficult to remove by filtration or chemical treatment systems, such as emulsified oil, total petroleum hydrocarbons, refractory organics, suspended solids, and heavy metals. There are many brands of electrocoagulation devices available and they can range in complexity from a simple anode and cathode to much more complex devices with control over electrode potentials, passivation, anode consumption, cell REDOX potentials as well as the introduction of ultrasonic sound, ultraviolet light and a range of gases and reactants to achieve so-called Advanced Oxidation Processes for refractory or recalcitrant organic substances.
Standard For Safe Drinking Water
The Bureau of Indian Standards (BIS) has specified drinking water quality standards in India to provide safe drinking water to the people. It is pertinent that drinking water sources be tested at regular intervals and ensure that water is meeting the prescribed standards or not, if not, then, the extent of contamination/unacceptability and follows up required.
Another guideline for water quality is prescribed by the Ministry of Water Resources, Government of India in 2005. This is known as the Uniform Protocol for Water Quality Monitoring. The increasing risk of geogenic and anthropogenic contamination has led to necessitate the above.
A Detailed View of the Report
A recent water quality test conducted by BIS showed that 13 cities have the most unsafe water. Delhi’s tap water is the most unsafe among cities from where the samples were taken. A water quality report by the Bureau of Indian Standards (BIS) showed the national capital is at the bottom of the list. The water samples of 13 cities were tested including Kolkata, Chennai, Bengaluru, Jaipur, and Lucknow. All the cities failed the water quality test. In fact, Mumbai is the only city where the samples of tap water met all the parameters under Indian Standard 10500:2012, which is the specification for drinking water so far.
BIS Standards Set for drinking water quality
According to the Central Ground Water Board, BIS (IS_10500 and revised module IS 10500:2012) has specifications in Uniform Drinking Water Quality Monitoring Protocol. This standard has two limits i.e. acceptable limits and permissible limits in the absence of an alternate source. If any parameter exceeds the limit, the water is considered unfit for human consumption.
In broad terms, if the water is bacteriology contaminated (E-coli and viruses etc), or if chemical contamination exceeds maximum permissible limits, the BIS considers that water unfit for drinking.
Q3D - Elemental Impurities: What implications for APIs & excipients suppliers?Quality Assistance s.a.
ICH Q3D Step4 will have to be applied very soon: June 2016 for new Drug Products and
1st January 2018 for all existing DP, making it mandatory for all manufacturers to carry out a risk assessment to control elemental impurities in their DP.
Such evaluation needs to consider all potential sources of Elemental Impurities and obviously, drug product components are probably the most likely contributors.
by Dr Ph. De Raeve, Scientific Director
For more informations : www.quality-assistance.com
This presentation discusses hydraulic fracturing and potential environmental contamination issues. Possible solutions are presented, as well as problems associated with analysis of fracking solutions and production water. For more information, go to ssi.shimadzu.com.
Study of corrosion control effect of H2S scavengers in drilling fluidsMutiu K. Amosa, Ph.D.
Selected environmentally benign iron compounds (synthetic magnetite and ferrous gluconate) have been evaluated as corrosion inhibitors for oil-well steel (N-80) in 50 mg/l sulphide concentration at various pH ranging from 5.5 to 11.5 and at High Temperature, High Pressure (HTHP) conditions by the weight loss method. The test temperatures were 150 °F, 275 °F and 350 °F respectively for pressures of 3 000 psi, 5 000 psi and 6 000 psi. The ferrous complex was found to be a better corrosion inhibitor compared to the synthetic magnetite. It exhibited up to 99.2% inhibition efficiency (IE) when the dose of the scavenger was doubled (i.e. when the sulphide to scavenger ratio was 1:2) irrespective of other factors such as pH, temperature and pressure. Whereas, the synthetic magnetite’s optimum inhibition efficiency (IE) was observed to be up to 75.1% only when the ratio of the sulphide to scavenger was 1:4 at the lowest pH of the experiment (pH 5.5) which is not desirable for a drilling mud. As the pH increases, the inhibition efficiency of the magnetite decreases and found to be lowest at the alkaline pH of 11.5.
Like all elements, the mercury has also existed on the planet since the Earth was
formed. Mercury moves through the environment as a result of both natural and human
activities. The human activities that are most responsible for causing mercury to enter
the environment are
burning materials (such as batteries), fuels (such as coal) that contain mercury,
and
certain industrial processes. These activities produce air pollution containing
mercury.
These presentation given the information about the prevention against the disaster. And also awareness during disaster, after disaster, or before the disaster. also presenting the point of search and rescue, Early warning system, IDNDR, Hyogo Framework, etc.
In this presentation we are presenting about the personal protection equipment for safety during the working in industries. this type of equipments is certified by ANSI rules. It's provide safety againts the falling objects, chemicals, againts fire, eyes and face safety, hand safety, skin safety etc.
this report file upon the effluent treatment by using the biodegradable material and particulate matter for particulate industry. for the next secsion.
the report on the effect of the biodegradable matter and the particulate matter in the effluent treatment plant for particulate industry. that is under the subject if the design engineering.
this topic is represent the types of the plasticware. which is used in the chemical and environmental practical lab. that instruments is made by the plastics and introduction about that instrument.
microorganism and their effect on living thingsAshishBhadani4
this section is represent the effect of the microorganism on the human life. and the type of the microorganism. discussion about their structures and working.
the report title is to study the effect of the biodegradable material and particulate matter in effluent treatment plant in particulate industry. the process and the design discussion in the report.
under the subject of the elements of the mechanical engineering the presentation upon the prime move and its types. the presentation include the prime mover, types of prime mover, force, pressure, work, power and heat definition.
in this presentation we saw the how to prepare the effective presentation for useful purpose. which guidelines is made the presentation is better and effective.
the presentation upon the contribution ship. means the partnership and helping attitude. in the contributionship the main person is known as the contributor. that is shown in the presentation.
in this section the study of the various classification of the surveying. which based the surveying is classified and how many types of the surveying? all this is presented in this slide.
and that slide how it work?
in this report we discuss about the fermentation process. the advantages of the fermentation and the disadvantages of that process. when it is use full and how it work. etc is consider in this report.
in the study of the breakpoints chlorination. what is the chlorine break point and how it is measures etc are questions is started in your mind. but in this slide we discussing about that questions.the advantages and disadvantages of the breackpoint clorination is very important.
during disaster the how to handling the situation?, what kind of the preparation is taken by the us? is tell something in this presentation. and some new about the framework of the disaster.
report on Online sensor for wastewater and water treatment AshishBhadani4
The measurement of all parameter of water and waste water is directly through the which type of sensors that sensor is mostly given measurement at that time.
Online sensors for the water and wastewater treatmentAshishBhadani4
The sensor for the getting information on the time for water and waste water treatment. this type of the sensor is mostly used in the industries and the water treatment and wastewater treatment plant.
measurement of the flow of fluid by the venturimeter and the pitot tube and ...AshishBhadani4
the presentation upon the measurement of the flow of fluid by the venturimeter and the pitot tube and pipe orifice . also include the type of the pitote tube . this instrument is used to measure the flow rate of the flow of fluid.
Instructions for Submissions thorugh G- Classroom.pptxJheel Barad
This presentation provides a briefing on how to upload submissions and documents in Google Classroom. It was prepared as part of an orientation for new Sainik School in-service teacher trainees. As a training officer, my goal is to ensure that you are comfortable and proficient with this essential tool for managing assignments and fostering student engagement.
Unit 8 - Information and Communication Technology (Paper I).pdfThiyagu K
This slides describes the basic concepts of ICT, basics of Email, Emerging Technology and Digital Initiatives in Education. This presentations aligns with the UGC Paper I syllabus.
Acetabularia Information For Class 9 .docxvaibhavrinwa19
Acetabularia acetabulum is a single-celled green alga that in its vegetative state is morphologically differentiated into a basal rhizoid and an axially elongated stalk, which bears whorls of branching hairs. The single diploid nucleus resides in the rhizoid.
Read| The latest issue of The Challenger is here! We are thrilled to announce that our school paper has qualified for the NATIONAL SCHOOLS PRESS CONFERENCE (NSPC) 2024. Thank you for your unwavering support and trust. Dive into the stories that made us stand out!
Operation “Blue Star” is the only event in the history of Independent India where the state went into war with its own people. Even after about 40 years it is not clear if it was culmination of states anger over people of the region, a political game of power or start of dictatorial chapter in the democratic setup.
The people of Punjab felt alienated from main stream due to denial of their just demands during a long democratic struggle since independence. As it happen all over the word, it led to militant struggle with great loss of lives of military, police and civilian personnel. Killing of Indira Gandhi and massacre of innocent Sikhs in Delhi and other India cities was also associated with this movement.
Honest Reviews of Tim Han LMA Course Program.pptxtimhan337
Personal development courses are widely available today, with each one promising life-changing outcomes. Tim Han’s Life Mastery Achievers (LMA) Course has drawn a lot of interest. In addition to offering my frank assessment of Success Insider’s LMA Course, this piece examines the course’s effects via a variety of Tim Han LMA course reviews and Success Insider comments.
Synthetic Fiber Construction in lab .pptxPavel ( NSTU)
Synthetic fiber production is a fascinating and complex field that blends chemistry, engineering, and environmental science. By understanding these aspects, students can gain a comprehensive view of synthetic fiber production, its impact on society and the environment, and the potential for future innovations. Synthetic fibers play a crucial role in modern society, impacting various aspects of daily life, industry, and the environment. ynthetic fibers are integral to modern life, offering a range of benefits from cost-effectiveness and versatility to innovative applications and performance characteristics. While they pose environmental challenges, ongoing research and development aim to create more sustainable and eco-friendly alternatives. Understanding the importance of synthetic fibers helps in appreciating their role in the economy, industry, and daily life, while also emphasizing the need for sustainable practices and innovation.
Biological screening of herbal drugs: Introduction and Need for
Phyto-Pharmacological Screening, New Strategies for evaluating
Natural Products, In vitro evaluation techniques for Antioxidants, Antimicrobial and Anticancer drugs. In vivo evaluation techniques
for Anti-inflammatory, Antiulcer, Anticancer, Wound healing, Antidiabetic, Hepatoprotective, Cardio protective, Diuretics and
Antifertility, Toxicity studies as per OECD guidelines
3. BASED ON INDIAN STANDERD
Table 1 Organoleptic and Physical parameters
Sl. Substance or Requirement Undesirable effect Permissible Method of Remarks
No. characteristic (Acceptable outside the limit in the test (Refto
Limit)
acceptable
limit absence of IS)
alternate
source
i) Colour, Hazen 5 Above 5 consumer 15 3025 (Part Extended to 15
units, Max acceptance 4) only if toxic
decreases substances are
not suspected in
absence of
alternate
sources.
ii) Odour Agreeable - Agreeable 3025 (Part a)Test cold and
5) when heated
b) Test at
several
dilutions.
iii) Taste Agreeable - Agreeable 3025 (Part Test to be
7 and 8) conducted only
after safety has
been
established.
iv) Turbidity, NTU, 1 Above 5 consumer 5 3025 (Part -
Max acceptance 10)
decreases
v) Dissolved 500 Beyond this 2000 3025 (Part -
4. solids, mg/l, palatability 16)
Max decreases and may
cause
gastrointestinal
irritation.
vi) pH value 6.5-8.5 Beyond this range No 3025 (Part - -
the water will affect Relaxation 11)
the mucous
membrane and/or
water supply
system.
vii) Total hardness 200 Encrustation in 600 3025 (Part - -
(as CaCO3), water supply 21)
mg/l, Max structure and
adverse effects on
domestic use.
NOTE 1: It is recommended that the acceptable limit is to be implemented. Values in excess of
those mentioned under Acceptable render the water not acceptable, but still may be tolerated in
the absence of an alternative source but upto the limits indicated under permissible limit in the
absence of alternate source in col (5), above which the sources will have to be rejected.
Table 2 General Parameters concerning substancesundesirable in excessive amounts
Sl. Substance or Requirement Undesirable Permissible Method Remarks
No. characteristic (Acceptable effect outside the limit in the of test
Limit) acceptable limit absence of (Ref to
alternate IS)
source
i) Iron (as Fe), 0.3 Beyond this limit No relaxation 3025 Total
mg/l, Max taste/appearance (Part 53) concentration of
are affected, has Manganese (as
adverse effect on Mn) and Iron (as
5. domestic uses Fe) shall not
and water supply exceed 0.3 mg/l
structures, and
promotes iron
bacteria
ii) Aluminium (as 0.03 Cumulative effect 0.2 3025 -
Al), mg/l, Max is reported to (Part 55)
cause dementia.
iii) Copper (as Cu), 0.05 Astringent taste, 1.5 3025 -
mg/l, Max discoloration and (Part 42)
corrosion of
pipes, fitting and
utensils will be
caused beyond
this.
iv) Manganese (as 0.1 Beyond this limit 0.3 IS 3025 Total
Mn), mg/l, Max taste/appearance (Part 59) concentration of
are affected, has Manganese (as
adverse effect on Mn) and Iron (as
domestic uses Fe) shall not
and water supply exceed 0.3 mg/l
structures.
v) Zinc (as Zn), 5 Beyond this limit 15 3025 -
mg/l, Max it can cause (Part 49)
astringent taste
and an
opalescence in
water.
vi) Magnesium (as 30 Encrustation in No 3025 -
Mg), mg/l, Max water supply Relaxation (Part 46)
structure and
adverse effects
6. on domestic use.
vii) Barium (as Ba), 0.7 May lead to No relaxation Annex F -
mg/l, Max cardiovascular of IS
problem. 13428*/I
S 15302
viii) Calcium (as 75 Encrustation in 200 3025 -
Ca), water supply (Part 40)
mg/l, Max structure and
adverse effects
on domestic use.
ix) Silver (as Ag), 0.1 - No relaxation Annex J -
mg/l, Max 0f IS
13428
x) Selenium (as 0.01 Beyond this, the No relaxation 3025 -
Se), mg/l, Max water becomes (Part 56)
toxic. or IS
15303*
xi) Molybdenum 0.07 Beyond this it No relaxation 3025 -
(as Mo), mg/l, may cause (Part
Max osteoporosis/ 2;2002)/
bone disorders. ISO
11885:
1996
xii) Boron (as B), 0.5 - 1.0 IS 3025 -
mg/l, Max (Part 57)
xiii) Nitrate (as 45 Beyond this No relaxation 3025 -
NO3) methaemoglobina (Part 34)
mg/l, Max mia takes
place/may be
indicative of
pollution
7. xiv) Sulphate (as 200 Beyond this 400 3025 May be
SO4) mg/l, causes gastro (Part 24) extended to 400
Max intestinal provided that
irritation when Mg does not
magnesium or exceed 30
sodium is
present.
xv) Sulphide (as Below Beyond this it No relaxation 3025 -
H2S), mg/l, detectable limit may cause (Part 29)
Max objectionable
taste and odour
xvi) Fluoride (as F) 1.0 Fluoride may be 1.5 IS 3025 -
mg/l, Max kept as low as (Part 60)
possible. High
fluoride may
cause fluorosis.
xvii) Chlorides (as 250 Beyond this limit 1000 3025 -
Cl) taste corrosion (Part 32)
mg/l, Max and palatability
are affected.
xviii) Ammonia (as 0.5 Toxicological No relaxation IS 3025 -
total ammonia- effect about 200 (Part 34)
N), mg/l, Max mg per kg of
body weight.
xix) Chloramines 0.2 Eyes, nose No relaxation IS 3025 -
(as Cl2), mg/l, irritation, (Part 26)
Max anaemia, stomach or APHA
8. discomfort 4500-Cl
G.
xx) Residual, Free 0.2 - 1 3025 To be applicable
chlorine, mg/l, (Part 26) only when water
Min is chlorinated.
Tested at
consumer end.
When protection
against viral
infection is
required, it
should be
minimum 0.5
mg/l.
xxi) Total 200 Beyond this limit 600 3025 -
Alkalinity as taste becomes (Part 23)
calcium unpleasant.
carbonate,
mg/l, Max
xxii) Phenolic 0.001 Beyond this may 0.002 3025 -
compounds (as cause (Part 43)
C6H5OH) objectionable
mg/l, Max taste and odour.
xxiii) Mineral Oil, Below Beyond this limit No relaxation IS 3025 -
mg/l, Max detectable limit undesirable taste (Part 39)
and odour after Infrared
chlorination take partition
place. method
xxiv) Anionic 0.2 Beyond this limit 1.0 Annex K -
detergents (as it can cause a to IS
MBAS) mg/l, light froth in 13428
Mineral Oil, water.
9. mg/l, Max
NOTE 2: In case of dispute, the method indicated by ‘*’ shall be the referee method.
NOTE 3: It is recommended that the acceptable limit is to be implemented. Values in excess
of those mentioned under Acceptable render the water not acceptable, but still may be
tolerated in the absence of an alternative source but upto the limits indicated under
permissible limit in the absence of alternate source in col (5), above which the sources will
have to be rejected.
Table 3 Parameters concerning toxic substances
Sl. Substance or Requirement Undesirable effect Permissible Method of Remarks
No. characteristic (Acceptable outside the limit in the test (Ref
Limit) acceptable limit absence of to IS)
alternate
source
i) Total 0.05 May be No 3025 (Part -
Chromium (as carcinogenic relaxation 52)
Cr6+), mg/l, above this limit
Max
ii) Total Arsenic 0.01 Beyond this the 0.05 3025 (Part -
(as As), water becomes 37)
mg/l, Max toxic
iii)) Mercury (as 0.001 Beyond this the No 3025 (Part -
Hg), mg/l, Max water becomes relaxation 48)/
toxic Mercury
Analyser
iv) Cadmium (as 0.003 Beyond this the No 3025 (Part -
Cd), mg/l, Max water becomes relaxation 41)
toxic
v) Lead (as Pb), 0.01 Beyond this the No 3025 (Part -
mg/l, Max water becomes relaxation 47)
toxic
10. vi) Nickel (as Ni), 0.02 Beyond this it may No 3025 (Part -
mg/l, Max cause allergic relaxation 54)
reaction.
vii) Cyanide (as 0.05 Beyond this the No 3025 (Part -
CN), mg/l, Max water becomes relaxation 27)
toxic
viii) Polynuclear 0.0001 May be No APHA -
Aromatic carcinogenic relaxation 6440
Hydrocarbons
(as PAH),mg/l,
Max
ix) Polyclorinated 0.0005 May be No ASTM -
biphenyls mg/l, carcinogenic relaxation 5175/
Max APHA
6630
x) Trihalomethanes
a) Bromoform 0.1 May be No ASTM D -
mg/l, Max carcinogenic relaxation 3973-85/
above this limit APHA
b) Dibromochloro 0.1 May be No ASTM D -
methane mg/l, carcinogenic relaxation 3973-85/
Max above this limit APHA
c) Bromodichloro 0.1 May be No ASTM D -
methane mg/l, carcinogenic relaxation 3973-85/
Max above this limit APHA
d) Chloroform 0.1 May be No ASTM D -
mg/l, Max carcinogenic relaxation 3973-85/
above this limit APHA
11. xi) Pesticides mg/l, Table 5 Toxic No Table 5 -
Max relaxation
NOTE 4: It is recommended that the acceptable limit is to be implemented. Values in excess
of those mentioned under Acceptable render the water not acceptable, but still may be
tolerated in the absence of an alternative source but upto the limits indicated under
permissible limit in the absence of alternate source in col (5), above which the sources will
have to be rejected.
Table 4 Parameters concerning radioactive substances
Sl. Substance or Requiremen Undesirable effect Permissible Method of Remarks
No. characteristic t outside the limit in the test (Ref
(Acceptable acceptable limit absence of to IS)
Limit) alternate
source
i) Radioactive Materials
a) Alpha emitters 0.1 May be carcinogenic 0.1 IS 14194 -
Bq/l, Max above this limit (Pt. 2)
b) Beta emitters 1.0 May be carcinogenic 1.0 IS 14194 -
Bq/l, Max above this limit (Pt. 1)
NOTE 5: It is recommended that the acceptable limit is to be implemented. Values in excess
of those mentioned under Acceptable render the water not acceptable, but still may be
tolerated in the absence of an alternative source but upto the limits indicated under
permissible limit in the absence of alternate source in col (5), above which the sources will
have to be rejected.
Table 5 Pesticide residues limits and test method
Sl. Pesticide Limit Test method
No. µg/l USEPA AOAC/ ISO
12. i) DDT (o,p and p,p – Isomers of DDT, 1 508 AOAC 990.06
DDE and DDD)
ii) Gamma – HCH (Lindane) 2 508 AOAC 990.06
iii) 2,4- D 30 515.1
iv) Isoproturon 9 532
v) Alachor 20 525.2, 507
vi) Atrazine 2 525.2, 8141 A
vii) Aldrin/ Dieldrin 0.03 508
viii) Alpha HCH 0.01 508
ix) Beta HCH 0.04 508
x) Delta HCH 0.04 508
xi) Endosulfan (alpha, beta,and 0.4 508 AOAC 990.06
sulphate)
xii) Monocrotophos 1 8141 A
xiii) Ethion 3 1657 A
xiv) Chlorpyriphos 30 525.2, 8141 A
xv) Phorate 2 8141 A
xvi) Butachlor 125 525.2, 8141 A
xvii) Methyl parathion 0.3 8141 A ISO 10695
xviii) Malathion 190 8141 A
Table 6 Bacteriological quality of drinking water a
Organisms Guidelines
All water intended for drinking
E. coli or thermotolerant coliform bacteria b,c
Must not be detectable in any 100 ml sample.
13. Treated water entering the distribution
system Must not be detectable in any 100 ml sample.
E. coli or thermotolerent coliform Bacteria b
Must not be detectable in any 100 ml sample.
Total coliform bacteria
Treated water in the distribution system
E. coli or thermotolerent coliform Bacteria Must not be detectable in any 100 ml sample.
Total coliform bacteria d
Must not be detectable in any 100 ml sample.
In the case of large supplies, where sufficient
samples are examined, must not be present in
95% of samples taken throughout any 12
month period.
a) Immediate investigative action must be taken if either E.coli or total coliform
bacteria are detected. The minimum action in the case of total coliform bacteria is
repeat sampling; if these bacteria are detected in the repeat sample, the cause
must be determined by immediate further investigation.
b) Although, E.coli is the more precise indicator of faecal pollution, the count of
thermotolerant coliform bacteria is an acceptable alternative. If necessary, proper
confirmatory tests must be carried out. Total coliform bacteria are not acceptable
indicators of the sanitary quality of rural water supplies, particularly in tropical
areas where many bacteria of no sanitary significance occur in almost all
untreated supplies.
c) It is recognized that, in the great majority of rural water supplies in developing
countries, faecal contamination is widespread. Under these conditions, the
national surveillance agency should set medium-term targets for progressive
improvement of water supplies,
d) In the remaining five percent sample total coliform bacteria should not exceed
ten per hundred ml.
14. LIST OF REFERREDINDIAN STANDARDS
IS No. Title
1622:1981 Methods of sampling and microbiological examination of water (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
1): 1987 Part 1 Sampling (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
4):1983 Part 4 Colour (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
5):1983 Part 5 Odour (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
7):1984 Part 7 Taste threshold (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
8):1984 Part 8 Tasting rate (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
10):1984 Part 10 Turbidity (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
11):1983 Part 11 pH value (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
16):1984 Part 16 Filterable residue (Total Dissolved Solids) (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
21):1983 Part 21 Total hardness (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
23):1983 Part 23 Alkalinity (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
24):1986 Part 24 Sulphates (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
26):1986 Part 26 Chlorine residual (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
27):1986 Part 27 Cyanide (first revision)
15. 3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
29):1986 Part 29 Sulphide (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
32):1988 Part 32 Chloride (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
34):1988 Part 34 Nitrogen (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
37):1988 Part 37 Arsenic (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
39):1989 Part 39 Oil and grease
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
40):1991 Part 40 Calcium
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
41):1992 Part 41 Cadmium (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
42):1992 Part 42 Copper (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
43):1992 Part 43 Phenols (first revision)
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
46):1994 Part 46 Magnesium
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
47):1994 Part 47 Lead
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
48):1994 Part 48 Mercury
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
49):1994 Part 49 Zinc
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
52):2003 Part 52 Chromium
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
53):2003 Part 53 Iron
16. 3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
54):2003 Part 54 Nickel
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
55):2003 Part 55 Aluminium
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
56):2003 Part 56 Selenium
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
57) : 2005 Part 57 Boron
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
59) : 2006 Part 59 Manganese
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
60) : 2008 Part 60 Fluoride
3025 (Part Methods of sampling and test (physical and chemical) for water and waste water :
2):2002/ISO Part 2 Determination of 33 elements by Inductively Coupled Plasma Atomic
11885:1996 Emission Spectroscopy
13428:2003 Packaged NaturalMineral Water – Specification (first revision)
14194(Part Radionuclides in environmental samples – Method of estimation : Part 1 Gross
1):1994 beta activity measurement
14194(Part Radionuclides in environmental samples – Method of estimation : Part 2 Gross
2):1994 alpha activity measurement
15302:2002 Determination of aluminium and barium in water by direct nitrous oxide-
acetylene flame atomic absorption spectrometry
15303:2002 Determination of antimony, iron and selenium in water by electrothermal atomic
absorption spectrometry
BASED ON BRITISHSTANDERD
Number Title
BS EN 1302: 1999 Aluminium based co-agulants – Analytical methods
BS EN 1420-1: 2016
Influence of organic materials on water intended for human consumption –
Determination
of odour and flavour assessment of water in piping systems
BS EN 12485: 2010 Calcium carbonate, high-calcium lime and half burnt dolomite - Test methods
17. BS EN 12873-1: 2014
Influence of materials on water intended for human consumption – Influence due
to
migration – Part 1: Test method for non-metallic and non-cementitious factory
made
products
BS EN 12873-2: 2004
Influence of materials on water intended for human consumption – Influence due
to
migration – Part 2: Test method for non-metallic and non-cementitious site –
applied
materials
BS EN 12873-3: 2006
Influence of materials on water intended for human consumption – Influence due
to
migration – Part 3: Test method for ion exchange and adsorbent resins
BS EN 12873-4: 2006
Influence of materials on water intended for human consumption – Influence due
to
migration – Part 4: Test method for water treatment membranes
BS EN 12901: 1999 Inorganic supporting and filtering materials – Definitions
BS EN 12902: 2004 Inorganic supporting and filtering materials – Methods of test
BS EN 13052-1: 2001
Influence of materials on water intended for human consumption – Organic
materials –
Determination of colour and turbidity of water in piping systems – Part 1: Test
method
BS EN 14395-1: 2004 Influence of materials on water intended for human consumption – Organoleptic
assessment of water in storage systems – Part 1: Test method
BS EN 14718: 2014 Influence of organic materials on water intended for human consumption –
Determination of the chlorine demand – Test Method
BS EN 14944-1: 2006
Influence of factory made cementitious products on organoleptic parameters –
Test
methods – Part 1: Influence of factory made cementitious products on
organoleptic
parameters
BS EN 14944-3: 2007
Influence of factory made cementitious products on organoleptic parameters –
Test
methods – Part 3: Migration of substances from factory-made cementitious
products
BS EN 15664-1: 2008
+
Influence of metallic materials on water intended for human consumption –
Dynamic rig
A1:2013 test for assessment of metal release – Part 1: Design and operation
18. BS EN 15664-2:2010
Influence of metallic materials on water intended for human consumption –
Dynamic rig
test for assessment of metal release – Part 2: Test Waters
BS EN 15768:2015 *
Influence of materials on water for human consumption – GC-MS identification
of water
leachable organic substances
BS EN 16057:2012 * Influence of metallic materials on water intended for human consumption –
Determination of residual surface lead (Pb)- Extraction method
BS EN 16058:2012 *
Influence of metallic materials on water intended for human consumption –
Dynamic rig
test for assessment of surface coatings with Nickel layers- Long term test method
BS EN 16056:2012 *
Influence of metallic materials on water intended for human consumption-
Method to
evaluate the passive behaviour of Stainless Steels
BS EN 16421:2014 *
Influence of materials on water for human consumption – enhancement of
microbial
growth (EMG)
BS 6920-1:2014 +
Corr
Suitability of non-metallic materials and products for use in contact with water
intended
1 for human consumption with regard to their effect on water quality – Part 1:
Specification
BS 6920-2.1:2014
Suitability of non-metallic materials and products for use in contact with water
intended
for human consumption with regard to their effect on water quality – Part 2:
Methods of
test – Section 2.1: Samples for testing
Guide By:
Prof. Sandip Bhatt
Created by:
Environmental Engineering Department
Bhadani Ashishkumar j. 160190113003
Dankhara Nirmal 160190113009
Butani Henil R. 160190113006
Chauhan Sanjay 160190113007