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15 houseplants to improve indoor air quality

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15 houseplants to improve indoor air quality
Plants help clean indoor air, which is typically far more polluted than outdoor air. Find out what common toxins these plants can filter out of the air in your home.

green plant leaves
Photo: ivama/Flickr
In the late 1980s, NASA and the Associated Landscape Contractors of America studied houseplants as a way to purify the air in space facilities. They found several plants that filter out common volatile organic compounds (VOCs). Lucky for us the plants can also help clean indoor air on Earth, which is typically far more polluted than outdoor air. Other studies have since been published in the Journal of American Society of Horticultural Science further proving the science. Here's our handy of list of the best air-filtering plants. (Plus, at the bottom of this story, you'll find links about plants that are good for the air and also safe for your pets.)
Aloe (Aloe vera)
This easy-to-grow, sun-loving succulent helps clear formaldehyde and benzene, which can be a byproduct of chemical-based cleaners, paints and more. Aloe is a smart choice for a sunny kitchen window. Beyond its air-clearing abilities, the gel inside an aloe plant can help heal cuts and burns.
Spider plant (Chlorophytum comosum)
Even if you tend to neglect houseplants, you'll have a hard time killing this resilient plant. With lots of rich foliage and tiny white flowers, the spider plant battles benzene, formaldehyde, carbon monoxide and xylene, a solvent used in the leather, rubber and printing industries.
Gerber daisy (Gerbera jamesonii)
This bright, flowering plant is effective at removing trichloroethylene, which you may bring home with your dry cleaning. It's also good for filtering out the benzene that comes with inks. Add one to your laundry room or bedroom — presuming you can give it lots of light.
Mother-in-law's tongue (Sansevieria trifasciata 'Laurentii')
This plant is one of the best for filtering out formaldehyde, which is common in cleaning products, toilet paper, tissues and personal care products. Put one in your bathroom — it'll thrive with low light and steamy humid conditions while helping filter out air pollutants.
Golden pothos (Scindapsus aures)
Another powerful plant for tackling formaldehyde, this fast-growing vine will create a cascade of green from a hanging basket. Consider it for your garage since car exhaust is filled with formaldehyde. (Bonus: Golden pothos, also know as devil's ivy, stays green even when kept in the dark.)
Chrysanthemum (Chrysantheium morifolium)
The colorful flowers of a mum can do a lot more than brighten a home office or living room; the blooms also help filter out benzene, which is commonly found in glue, paint, plastics and detergent. This plant loves bright light, and to encourage buds to open, you'll need to find a spot near an open window with direct sunlight.
Red-edged dracaena (Dracaena marginata)
The red edges of this easy dracaena bring a pop of color, and the shrub can grow to reach your ceiling. This plant is best for removing xylene, trichloroethylene and formaldehyde, which can be introduced to indoor air through lacquers, varnishes and gasoline.
Weeping fig (Ficus benjamina)
A weeping fig (Ficus benjamina) in your living room can help filter out pollutants that typically accompany carpeting and furniture such as formaldehyde, benzene and trichloroethylene. Caring for a ficus can be tricky, but once you get the watering and light conditions right, they will last a long time.
Azalea (Rhododendron simsii)
Bring this beautiful flowering shrub into your home to combat formaldehyde from sources such as plywood or foam insulation. Because azalea does best in cool areas around 60 to 65 degrees, it's a good option for improving indoor air in your basement if you can find a bright spot.
English ivy (Hedera helix)
A study found that the plant reduces airborne fecal-matter particles. It has also been shown to filter out formaldehyde found in some household cleaning products.
Warneck dracaena (Dracaena deremensis 'Warneckii')
Combat pollutants associated with varnishes and oils with this dracaena. The Warneckii grows inside easily, even without direct sunlight. With striped leaves forming clusters atop a thin stem, this houseplant can be striking, especially if it reaches its potential height of 12 feet.
Chinese evergreen (Aglaonema crispum 'Deborah')
This easy-to-care-for plant can help filter out a variety of air pollutants and begins to remove more toxins as time and exposure continues. Even with low light, it will produce blooms and red berries.
Bamboo palm (Chamaedorea sefritzii)
Also known as the reed palm, this small palm thrives in shady indoor spaces and often produces flowers and small berries. It tops the list of plants best for filtering out both benzene and trichloroethylene. It's also a good choice for placing around furniture that could be off-gassing formaldehyde.
Heart leaf philodendron (Philodendron oxycardium)
This climbing vine plant isn't a good option if you have kids or pets — it's toxic when eaten, but it's a workhorse for removing all kinds of VOCs. Philodendrons are particularly good at battling formaldehyde from sources like particleboard.
Peace lily (Spathiphyllum)
Shade and weekly watering are all the peace lily needs to survive and produce blooms. It topped NASA's list for removing all three of most common VOCs — formaldehyde, benzene and trichloroethylene. It can also combat toluene and xylene.

Benefits of Trees

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Benefits of Trees
We plant trees primarily for their beauty and to provide shade but they do create many other benefits. Trees can sooth and relax us and help us connect to nature and our surroundings. The color green - is a calming, cool color that helps your eyes quickly recover from strain. By planting and caring for trees, you help improve your surrounding, reduce pollution, lower energy costs, improve the appearance of your community and increase the value of your property.
Environmental Benefits
  • Trees can reduce air temperature by blocking sunlight. Further cooling occurs when water evaporates from the leaf surface. The conversion of water to air vapor --- a chemical process --- removes heat energy from the air.
  • A tree can be a natural air conditioner. The evaporation from a single tree can produce the cooling effect of 10 room size air conditioners operating 20 hours a day.
  • You can improve the efficiency of your heat pump by shading it with a tree.
  • Deciduous trees block sunlight in the summer but allow sunlight to reach and warm your home in the winter ---- place deciduous trees on the south and west sides of your home.
  • Trees can shade hard surface areas such as driveways, patios, building and sidewalks thus minimizing landscape heat load -- a build up of heat during the day that is radiated at night resulting in warmer temperatures. Ideally, 50 percent of the total paved surface should be shaded.
  • Evergreen trees can be used to reduce wind speed and thus loss of heat from your home in the winter by as much as 10 to 50 percent.
  • Trees absorb and block noise and reduce glare. A well placed tree can reduce noise by as much as 40 percent.
  • Fallen tree leaves can reduce soil temperature and soil moisture loss. Decaying leaves promote soil microorganism and provide nutrients for tree growth.
  • Trees help settle out and trap dust, pollen and smoke from the air. The dust level in the air can be as much as 75 percent lower on the sheltered side of the tree compared to the windward side.
  • Trees create an ecosystem to provide habitat and food for birds and other animals.
  • Trees absorb carbon dioxide and potentially harmful gasses, such as sulfur dioxide, carbon monoxide, from the air and release oxygen.
    • One large tree can supply a day's supply of oxygen for four people.
    • A healthy tree can store 13 pounds of carbon each year ----for an acre of trees that equals to 2.6 tons of carbon dioxide.
    • Each gallon of gasoline burned produces almost 20 pounds of carbon dioxide.
    • For every 10,000 miles you drive, it takes 7 trees to remove the amount of carbon dioxide produce if your car gets 40 miles per gallon (mpg); it will take 10 trees at 30 mpg; 15 trees at 20 mpg; 20 trees at 15 mpg; and 25 trees at 12 mpg)

  • Trees help reduce surface water runoff from storms, thus decreasing soil erosion and the accumulation of sediments in streams. They increase ground water recharge and reduce the number of potentially harmful chemicals transported to our streams.
  • An acre of trees absorb enough carbon dioxide in a year to equal the amount produced when you drive a car 26,000 miles.
  • Trees cool the air, land and water with shade and moisture thus reduce the heat-island effect of our urban communities. The temperature in urban areas is often 9 degrees warmer than in areas with heavy tree cover.
  • Trees can help offset the buildup of carbon dioxide in the air and reduce the " greenhouse effect."
  • Trees create microclimates suitable for growing shade loving plants.
  • Dews and frosts are less under tree because less radiant heat is lost at night.
    Personal and Social Benefits

  • Trees are the least expensive plants you can add to your landscape when you consider the impact they create due to their size.
  • A tree can add music to your life by attracting birds and other animals.
  • A tree can provide pleasant smells. A cherry tree can perfume the air with 200,000 flowers.
  • Hospital patients have been shown to recover from surgery more quickly when their hospital room offered a view of trees. They also had fewer complaints, less pain killers and left the hospital sooner.
  • Most of us respond to the presence of trees beyond simply observing their beauty. We feel serene, peaceful, restful and tranquil in a grove of trees. We are "at home" there.
  • Trees provide us with color, flowers, fruit, interesting shapes and forms to look at.
  • Trees can screen unattractive views, soften the sometimes harsh outline of masonry, metal, asphalt, steel, and glass.
  • Trees can seperate and define space thus providing a sense of privacy, solitude and security, and create a feeling of relaxation and well being.
  • Trees can serve as a living legacy for the next generation - thus linking us to near and distant generations
  • Lowered electricity bills are paid by customers when power companies build fewer new facilities to meet peak demands, use reduced amounts of fossil fuel in their furnaces and need fewer measures to control air pollution.
  • Trees can help direct pedestrian traffic, provide background and thus enhance the appearance of other landscape plants and our homes.
  • Trees help people reflect positively on life' changes.
  • Trees have been reported as having a relaxing effect on students studying for exams.
  • Studies have documented that urban vegetation can result in slower heartbeats, lower blood pressure and more relaxed brain wave patterns.
  • Sound waves are absorbed by tree leaves and branches. A belt of trees 100 feet wide and 45 feet high can reduce highway noise by 50 percent. Prolonged exposure to noise can cause hypertension, higher cholesterol levels, irritability and aggressive behavior.
Community Benefits
  • Trees can create lasting impression on how a community is perceived by visitors and affect the mood and community pride of its residents.
  • Trees can enhance community economic stability by attracting businesses and tourists -----people linger and shop longer when trees are present.
  • Apartments and offices in wooded areas rent quicker and have a higher occupancy rate --- workers in offices in wooded areas report more productivity and less absenteeism.
  • Property values of landscaped homes are 5 to 15% higher than those of non-landscaped homes and homes are quicker to resell than homes without trees.
  • Trees increase the humidity in the air, help increase ground water recharge, reduce soil erosion and storm water run-off thus reducing the amount of water we consume and the need for new water treatment plant and storm water structures. A study in Salt Lake City revealed the tree canopy reduced surface runoff by 11.3 million gallons following a 1 inch rain.
  • The feeling of community pride created by trees can help reduce crime.
  • By reducing heating and cooling cost, trees can reduce our dependance on oil and natural gas.
  • By absorbing and deflecting falling rain, trees can reduce the severity of floods.
  • By reducing carbon dioxide, dust and other potentially harm gasses in the air, our air quality is improved through lower levels of ozone, carbon monoxide and sulfur dioxide.
  • Trees make communities livable for people and their activities. People walk and jog more on streets with trees; children and adults have a cool place to play or relax in the summer, thus increasing their interaction with neighbors.

The PPE Payment Predicament

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The PPE Payment Predicament


Employers must pay for most types of personal protective equipment (PPE) when used by employees exclusively in the workplace (i.e., not for personal use at home or other nonworkplace activities).

What You Must Provide

Following is a nonexhaustive sample list of PPE that you, the employer, must provide at no cost to the employee:

  • Electrical protection (electrically insulated tools, rubber insulating gloves)
  • Chemical protection (chemical-resistant gloves/aprons/clothing, encapsulating chemical-protective suits)
  • Foot protection (metatarsal foot protection, special boots for longshoremen working logs on log ships, rubber boots with steel toes, shoe covers—toe caps and metatarsal guards)
  • Eye and face protection (nonprescription eye protection, prescription eyewear inserts/lenses for full-face respirators, prescription eyewear inserts/lenses for welding and diving helmets, goggles, face shields, laser safety goggles)
  • Head protection (bump caps, hard hats)
  • Hearing protection
  • Hand/arm/body protection (rubber sleeves, aluminized gloves, mesh cutproof gloves, leather gloves, mesh or leather aprons)
  • Nonspecialty gloves (payment is required for PPE to protect from dermatitis, severe cuts/abrasions; payment is not required if they are only for keeping clean or for cold weather with no site-specific hazard consideration)
  • Reflective work vests
  • Respiratory protection
  • Skin protection (barrier creams, unless used solely for weather-related protection)
  • Fall protection (ladder safety device belts, climbing ensembles used by linemen such as belts and climbing hooks, window cleaner's safety straps)
  • Fire-fighting PPE (helmets, gloves, boots, proximity suits, full gear)
  • Welding PPE (including fire-resistant shirts, jackets, and sleeves)
  • Items used in medical/laboratory settings (aprons, lab coats, goggles, disposable gloves, shoe covers, etc.) to protect from exposure to infectious agents
  • Personal flotation devices (life jackets)

Exempt Items from the "Employer Pays" Requirement

Employers are not required to pay for the following clothes or items that are not worn by employees exclusively for protection from hazards:
  • Certain foot protection (e.g., nonspecialty safety-toe protective footwear, provided that the employer permits such items to be worn off the jobsite, steel-toe shoes, steel-toe boots, shoes or boots with built-in metatarsal protection that the employee chooses instead of metatarsal guards provided by the employer, and logging boots under the logging standard
  • Nonspecialty prescription safety eyewear, provided that the employer permits such items to be worn off the jobsite
  • Everyday clothing (long-sleeved shirts, long pants, street shoes, and normal work boots)
  • Ordinary clothing and skin creams used solely for protection from the weather (e.g., winter coats, gloves, rubber boots, hats, raincoats, ordinary sunglasses, and sunscreen)
  • Back belts
  • Dust masks and respirators worn under the voluntary-use provisions of the PPE standard
  • Items worn for product or consumer safety or patient safety and health rather than for employee safety and health (for example, hair nets to prevent food contamination during preparation)
  • Uniforms that are not PPE
  • Items worn to keep clean for purposes not related to safety and health
  • PPE already owned and used voluntarily by the employee

PPE Replacement

Employers must pay to replace worn or damaged PPE as part of the employer's obligation to ensure that the PPE is in good condition. The employer is not required to pay for replacement when the employee has lost or intentionally damaged the PPE.

Employee-Owned PPE

When an employee voluntarily purchases and wears his or her own PPE and is allowed to use it at the workplace, the employer is not required to reimburse the employee for that equipment. If employees are allowed to use their own PPE, however, the employer is responsible for its adequacy, maintenance, and sanitation.
If an employee has provided his or her own PPE but the employer's hazard assessment determines that an upgrade to or replacement of PPE is required, the employer must pay for the upgrade or replacement regardless of who paid for the original PPE.

Provisions of the Factories Act, 1948

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Provisions of the Factories Act, 1948. Interpretation:- In this Act, unless there is anything repugnant in the subject or context,-
(cb) “hazardous process” means any process or activity in relation to an industry specified in the First Schedule where, unless special care is taken, raw materials used therein or the intermediate or finished products, by-products, wastes or effluents thereof would-
(i) cause material impairment to the health of the persons engaged in or connected there with, or
(ii) result in the pollution of the general environment:
Provided that the State Government may, by notification in the Official Gazette, amend the First Schedule by way of addition, omission or variation of any industry specified in the said Schedule
(n) “occupier” of a factory means the person who has ultimate control over the affairs of the factory ( * * * )(1) : (2) [Provided that
(i) in the case of a firm or other association of individuals, any one of the individual partners or members thereof shall be deemed to be the occupier;
(ii) in the case of a company, any one of the directors shall be deemed to be the occupier;
(iii) in the case of a factory owned or controlled by the Central Government or any State Government, or any local authority, the person or persons appointed to manage the affairs of the factory by the Central Government, the State Government or the local authority, as the case may be, shall be deemed to be the occupier:
(3)[(4)[Provided further that in the case of a ship which is being repaired, or on which maintenance work is being carried out, in a dry dock which is available for hire,-
(1) the owner of the dock shall be deemed to be the occupier for the purposes of any
matter provided for by or under -
(a) Section 6, Section 7, (5)[Section 7-A, Section 7-B, Section 11 or Section 12;
(b) Section 17, in so far as it relates to the providing and maintenance of sufficient and suitable lighting in or around the dock;
(c) Section 18, Section 19, Section 42, Section 46, Section 47 or Section 49, in relation to the workers employed on such repair or maintenance;
(6)[7-A. General duties of the occupier - (1) Every occupier shall ensure, so far as reasonably practicable, the health, safety and welfare of all workers while they are at work in the factory.
(2) Without prejudice to the generality of the provisions of sub-section (1), the matters to which such duty extends, shall include -
(a) the provisions and maintenance of plant and systems of work in the factory that are safe and without risks to health;
(b) the arrangements in the factory for ensuring safety and absence of risks to health in connection with the use, handling, storage and transport of articles and substance;
(c) the provision of such information, instruction, training and supervision as are necessary to ensure the health and safety of all workers at work;
(d) the maintenance of all places of work in the factory in a condition that is safe and without risks to health and the provision and maintenance of such means of access to, and egress from, such places as are safe and without such risks;
(e) the provision, maintenance or monitoring of such working environment in the factory for the workers that is safe, without risks to health and adequate as regards facilities and arrangements for their welfare at work.
(3) Except in such cases as may be prescribed, every occupier shall prepare, and, as often as may be appropriate, revise, a written statement of his general policy with respect to the health and safety of the workers at work and the organisation and arrangements for the time being in force for carrying out that policy, and to bring the statement and any revision thereof to the notice of all the workers in such manner as may be prescribed.]
(7)[7-B. General duties of manufacturers, etc. as regards articles and substances for use in factories. - (1) Every person who designs, manufactures, imports or supplies any article for use in any factory shall -
(a) ensure, so far as is reasonably practicable, that the article is so designed and constructed as to be safe and without risks to the health of the workers when properly used;
(b) carry out or arrange for the carrying out of such tests and examination as may be considered necessary for the effective implementation of the provisions of clause (a),
(c) take such steps as may be necessary to ensure that adequate information will be available-
(i) in connection with the use of the article in any factory;
(ii) about the use for which it is designed and tested; and
(iii) about any conditions necessary to ensure that the article, when put to such use, will be safe, and without risks to the health of the workers:
Provided that where an article is designed or manufactured outside India, it shall be obligatory on the part of the importer to see -
(a) that the article conforms to the same standards such article is manufactured in India, or
(b) if the standards, adopted in the country outside for the manufacture of such article is above the standards adopted in India, that the article conforms to such standards.
(2) Every person, who undertakes to design or manufacture any article for use in any factory, may carry out or arrange for the carrying out of necessary research with a view to the discovery and, so far as is reasonably practicable, the elimination or minimisation of any risks to the health or safety of the workers to which the design or article may give rise.
(3) Nothing contained in sub-sections (1) and (2) shall be construed to require a person to repeat the testing, examination or research which has been carried out otherwise than by him at his instance in so far as it is reasonable for him to rely on the results thereof for the purpose of the said sub-sections.
(4) Any duty imposed on any person by sub-sections (1) and (2) shall extend only to things done in the course of business carried on by him and to matters within his control.
(5) Where a person designs, manufactures, imports or supplies an article on the basis of a written undertaking by the user of such article to take the steps specified in such undertaking to ensure, so far as is reasonably particable, that the article will be safe and without risks to the health of the workers when properly used, the undertaking shall have the effect of relieving the person designing, manufacturing, importing or supplying the article from the duty imposed by clause (a) of sub-section (1) to such extent as is reasonable having regard to the terms of the undertaking.
(6) For the purposes of this section, an article is not to be regarded as properly used if it is used without regard to any information or advice relating to its use which has been made available by the person who has designed, mnufactured, imported or supplied the article.
Explanation. - For the purposes of this section, "article" shall include plant and machinery.]
31. Pressure plant – (8)[(1) If in any factory, any plant or machinery or any part thereof is operated at a pressure above atmospheric pressure, effective measures shall be taken to ensure that the safe working pressure of such plant or machinery or part is not exceeded.
(2) The State Government may make rules providing for the examination and testing of any plant or machinery such as is referred to in sub-section (1) and prescribing such other safety measures in relation thereto as may in its opinion be necessary in any factory or class or description of factories.
(9)[(3) The State Government may, by rules, exempt, subject to such conditions as may be specified therein, any part of any plant or machinery referred to in sub-section (1) from the provisions of this section.
(10)[36. Precautions against dangerous fumes, gases, etc. - (1) No person shall be required or allowed to enter any chamber, tank, vat, pit, pipe, flue or other confined space in any factory in which any gas, fume, vapour or dust is likely to be present to such an extent as to involve risk to persons being overcome thereby, unless it is provided with a manhole of adequate size or other effective means of egress.
(2) No person shall be required or allowed to enter any confined space as is referred to in sub-section (1), until all practicable measures have been taken to remove any gas, fume, vapour or dust, which may be present so as to bring its level within the permissible limits and to prevent any ingress of such gas, fume, vapour or dust unless -
(a) a certificate in writing has been given by a competent person, based on a test carried out by himself that the space is reasonably free from dangerous gas, fume, vapour or dust; or
(b) such person is wearing suitable breathing apparatus and a belt securely attached to a rope the free end of which is held by a person outside the confined space.]
(11)[38. Precautions in case of fire. - (1) In every factory, all practicable measures shall be taken to prevent outbreak of fire and its spread, both internally and externally, and to provide and maintain-
(a) Safe means of escape for all persons in the event of a fire, and
(b) the necessary equipment and facilities for extinguishing fire.
(2) Effective measures shall be taken to ensure that in every factory all the workers are familiar with the means of escape in case of fire and have been adequately trained in the routine to be followed in such cases.
(3) The State Government may make rules, in respect of any factory or class or description of factories, requiring the measures to be adopted to give effect to the provisions of sub-sections (1) and (2).
(4) Notwithstanding anything contained in clause (a) of sub-section (1) or subsection (2), if the Chief Inspector, having regard to the nature of the work carried on in any factory, the construction of such factory, special risk to life or safety, or any other circumstances, is of the opinion that the measures provided in the factory, whether as prescribed or not, for the purposes of clause (a) of sub-section (1) or sub-section (2), are inadequate, he may, by order in writing, require that such additional measures as he may consider reasonable and necessary, be provided in the factory before such date as is specified in the order.
Provisions Relating to Hazardous Processes
41-A. Constitution of Site Appraisal Committees:- (1) The State Government may, for purposes of advising it to consider applications for grant of permission for the initial location of a factory involving a hazardous process or for the expansion of any such factory, appoint a Site Appraisal Committee consisting of -
(a) the Chief Inspector of the State who shall be its Chairman;
(b) a representative of the Central Boards for the Prevention and Control of Water Pollution appointed by the Central Government under Section 3 of the Water (Prevention and Control of Pollution) Act, 1974;
(c) a representative of the Central Board for the Prevention and Control of Air Pollution referred to in Section 3 of the Air (Prevention and Control of Pollution) Act, 1981;
(d) a representative of the State Board appointed under Section 4 of the Water (Prevention and Control of Pollution) Act, 1974;
(e) a representative of the State Board for the Prevention and Control of Air Pollution referred to in Section 5 of the Air (Prevention and Control of Pollution) Act, 1981;
(f) a representative of the Department of Environment in the State;
(g) a representative of the Meteorological Department of the Government of India;
(h) an expert in the field of occupational health; and
(i) a representative of the Town Planning Department of the State Government,
and not more than five other members who may be co-opted by the State Government who shall be -
(i) A scientist having specialised knowledge of the hazardous process which will be involved in the factory,
(ii) A representative of the local authority within whose jurisdiction the factory is to be established, and
(iii) not more than three other persons as deemed fit by the State Government.
(2) The Site Appraisal Committee shall examine an application for the establishment of a factory involving hazardous process and make its recommendation to the State Government within a period of ninety days of the receipt of such applications in the prescribed form.
(3) Where any process relates to a factory owned or controlled by the Central Government or to a corporation or a company owned or controlled by the Central Government, the State Government shall co-opt in the Site Appraisal Committee a representative nominated by the Central Government as a member of that Committee.
(4) The site Appraisal Committee shall have power to call for any information from the person making an application for the establishment or expansion of a factory involving a hazardous process.
(5) Where the State Government has granted approval to an application for the establishment or expansion of a factory involving a hazardous process, it shall not be necessary for an applicant to obtain a further approval from the Central Board or the State Board established under the Water (Prevention and Control of Pollution) Act, 1974-(6 of 1974 and the Air (Prevention and Control of Pollution) Act, 1981 (14 of 1981).
41-B. Compulsory disclosure of information by the occupier. - (1) The occupier of every factory involving a hazardous process shall disclose in the manner prescribed all information regarding dangers, including health hazards and the measures to overcome such hazards arising from the exposure to or handling of the materials or substances in the manufacture, transportation, storage and other processes, to the workers employed in the factory, the Chief Inspector, the local authority within whose jurisdiction the factory is situated and the general public in the vicinity.
(2) The occupier shall, at the time of registering the factory involving a hazardous process, lay down a detailed policy with respect to the health and safety of the workers employed therein and intimate such policy to the Chief Inspector and the local authority and, thereafter, at such intervals as may be prescribed, inform the Chief Inspector and the local authority of any change made in the said policy.
(3) The information furnished under sub-section (1) shall include accurate information as to the quantity, specifications and other characteristics of waste and the manner of their disposal.
(4) Every occupier shall, with the approval of the Chief Inspector, draw up an on-site emergency plan and detailed disaster control measures for his factory and make known to the workers employed therein and to the general public living in the vicinity of the factory the safety measures required to be taken in the event of an accident taking place.
(5) every occupier of a factory shall,-
(a) if such factory engaged in a hazardous process on the commencement of the Factories (Amendment) Act, 1987, within a period of thirty days of such commencement; and
(b) if such factory proposes to engage in a hazardous process at any time after such commencement, within a period of thirty days before the commencement of such process,
inform the Chief Inspector of the nature and details of the process in such form and in such manner as may be prescribed.
(6) Where any occupier of a factory contravenes the provisions of sub-section (5), the licence issued under Section 6 to such factory shall, notwithstanding any penalty to which the occupier of factory shall be subjected to under the provisions of this Act, be liable for cancellation.
(7) The occupier of a factory involving a hazardous process shall, with the previous approval of the Chief Inspector, lay down measures for the handling, usage, transportation and storage of hazardous substances inside the factory premises and the disposal of such substances outside the factory premises and publicize them in the manner prescribed among the workers and the general public living in the vicinity.
41-C. Specific responsibility of the occupier in relation to hazardous processes. - Every occupier of a factory involving any hazardous process shall -
(a) maintain accurate and up-to-date health records or, as the case may be, medical records, of the workers in the factory who are exposed to any chemical, toxic or any other harmful substances which are manufactured, stored, handled or transported and such records shall be accessible to the workers subject to such conditions as may be prescribed;
(b) appoint persons who possess qualifications and experience in handling hazardous substances and are competent to supervise such handling within the factory and to provide at the working place all the necessary facilities for protecting the workers in the manner prescribed:
Provided that where any question arises as to the qualifications and experience of a person so appointed, the decision of the Chief Inspector shall be final;
(c) provided for medical examination of very worker -
(i) before such worker is assigned to a job involving the handling of, or working with, a hazardous substance, and
(ii) while continuing in such job, and after he has ceased to work in such job, at intervals not exceeding twelve months, in such manner as may be prescribed.
41-D. Power of Central Government to appoint Inquiry Committee. - (1) The Central Government may, in the event of the occurrence of an extraordinary situation involving a factory engaged in a hazardous process, appoint an Inquiry Committee to inquire into the standards of health and safety observed in the factory with a view to finding out the causes of any failure or neglect in the adoption of any measures or standards prescribed for the health and safety of the workers employed in the factory or the general public affected, or likely to be affected, due to such failure or neglect and for the prevention and recurrence of such extraordinary situations in future in such factory or elsewhere.
(2) The Committee appointed under sub-section (1) shall consist of a Chairman and two other members and the terms of reference of the Committee and the tenure of office of its members shall be such as may be determined by the Central Government according to the requirements of the situation.
(3) The recommendations of the Committee shall be advisory in nature.
41-E. Emergency standards. - (1) Where the Central Government is satisfied that no standards of safety have been prescribed in respect of a hazardous process or class of hazardous processes, or where the standard so prescribed are inadequate, it may direct the Director-General of Factory Advice Service and Labour Institutes or any institution specialised in matters relating to standards of safety in hazardous processes, to lay down emergency standards for enforcement of suitable standards in respect of such hazardous processes.
(2) The emergency standards laid down under sub-section (1) shall, until they are incorporated in the rules made under this Act, be enforceable and have the same effect as if they had been incorporated in the rules made under this Act.
(12)41-E. Permissible limits of exposure of chemical and toxic substances - (1) The maximum permissible threshold limits of exposure of chemical and toxic substances in manufacturing processes (whether hazardous or otherwise) in any factory shall be of the value indicated in the Second Schedule.
(2) The Central Government may, at any time, for the purpose of giving effect to any scientific proof obtained from specialised institutions or experts in the field, by notification in the Official Gazette, make suitable changes in the said Schedule.
41-G. Workers' participation in safety management. - (1) The occupier shall, in every factory where a hazardous process takes place, or where hazardous substances are used or handled, set up a Safety Committee consisting of equal number of representatives of workers management to promote co-operation between the workers and the management in maintaining proper safety and health at work and to review periodically the measures taken in that behalf:
Provided that the State Government may, by order in writing and for reasons to be recorded, exempt the occupier of any factory or class of factories from setting up such Committee.
(2) The composition of the Safety Committee, the tenure of office of its members and their rights and duties shall be such as may be prescribed.
41-H. Right of workers to warn about imminent danger. - (1) Where the workers employed in any factory engaged in a hazardous process have reasonable apprehension that there is likelihood of imminent danger to their lives or health due to any accident, they may bring the same to the notice of the occupier, agent, manager or any other person who is incharge of the factory or the process concerned directly or through their representatives in the Safety Committee and simultaneously bring the same to the notice of the inspector.
(2) It shall be the duty of such occupier, agent, manager or the person incharge of the factory or process to take immediate remedial action if he is satisfied about the existence of such imminent danger and send a report forthwith of the action taken to the nearest Inspector.
(3) If the occupier, agent, manager or the person incharge referred to in sub-section (2) is not satisfied about the existence of any imminent danger as apprehended by the workers, he shall, nevertheless, refer the matter forthwith to the nearest Inspector whose decision on the question of the existence of such imminent danger shall be final.
(13)[87-A.Power to prohibit employment on account of serious hazard. - (1) Where it appears to the Inspector that conditions in a factory or part thereof are such that they may cause serious hazard by way of injury or death to the persons employed therein or to the general public in the vicinity, he may, by order in writing to the occupier of the factory, state the particulars in respect of which he considers the factory or part thereof to be the cause of such serious hazard and prohibit such occupier from employing any person in the factory or any part thereof other than the minimum number of persons necessary to attend to the minimum tasks till the hazard is removed.
(2) Any order issued by the Inspector under sub-section (1) shall have effect for a period of three days until extended by the Chief Inspector by a subsequent order.
(3) Any person aggrieved by an order of the Inspector under sub-section (1), and the Chief Inspector under sub-section (2), shall have the right to appeal to the High Court.
(4) Any person whose employment has been affected by an order issued under sub-section (1), shall be entitled to wages and other benefits and it shall be the duty of the occupier to provide alternative employment to him wherever possible and in the manner prescribed.
(5) The provisions of sub-section (4) shall be without prejudice to the rights of the parties under the Industrial Disputes Act, 1947 (14 of 1947).
(14)[96-A.Penalty for contravention of the provisions of Sections 41, 41-C and 41-H. - B (1) Whoever fails to comply with or contravenes any of the provisions of Sections 41-B, 41-C or 41-H or the rules made thereunder, shall, in respect of such failure or contravention, be punishable with imprisonment for a term which may extend to seven years and with fine which may extend to two lakh rupees, and in case the failure or contravention continues, with additional fine which may extend to five thousand rupees for every day during which such failure or contravention continues after the conviction for the first such failure or contravention.
(2) If the failure or contravention referred to in sub-section (1) continues beyond a period of one year after the date of conviction, the offender shall be punishable with imprisonment for a term which may extend to ten years.
(15)[104-A.Onus of proving limits of what is practicable, etc. - In any proceeding for an offence for the contravention of any provision of this Act or rules made thereunder consisting of a failure to comply with a duty or requirement to do something, it shall be for the person who is alleged to have failed to comply with such duty or requirement, to prove that it was not reasonably practicable or, as the case may be, all practicable measures were taken to satisfy the duty or requirement.]
111- A. Right of workers, etc. – Every worker shall have the right to -
(i) obtain from the occupier, information relating to worker’s health and safety at work.
(ii) get trained within the factory wherever possible, or, to get himself sponsored by the occupier for getting trained at a training centre or institute, duly approved by the Chief Inspector, where training is imparted for workers’ health and safety at work.
(iii) represent to the Inspector directly or through his representative in the matter of inadequate provision for protection of his health or safety in the factory.
118-A. Restriction on disclosure of Information. – (1) Every Inspector shall treat as confidential the source of any complaint brought to his notice on the breach of any provision of this Act.
(2) No Inspector shall, while making an inspection under this Act, disclose to the occupier, manager or his representative that the inspection is made in pursuance of the receipt of a complaint:
Provided that noting in this sub-section shall apply to any case in which the person who has made the complaint has consented to disclose his name.
——————————————————————————–
1. Omitted by Act 20 of 1987 (w.e.f. 1-12-1987)
2. Ins. by Act 20 of 1987 (w.e.f. 1-12-1987)
3. Ins. by Act 94 of 1976 (w.e.f. 26-10-1996)
4. Subs. by Act 20 of 1987 (w.e.f. 1-12-1987)
5. Ins. by Act 20 of 1987 (w.e.f. 1-12-1987)
6. S.7-A ins. by Act 20 of 1987, S.4(w.e.f. 1-23-1987)
7. Ins. by Act 20 of 1987, S.4(w.e.f. 1-6-1988)
8. Subs. by Act 20 of 1987, S.15 (w.e.f. 1-12-1987)
9. Ins. by Act 94 of 1976 (w.e.f. 26-10-1976(
10. Subs. by Act 20 of 1987, S.17 (w.e.f. 1-12-1987)
11. Subs. by Act 20 of 1987, S.19(w.e.f. 1-12-1987)
12. Enforced along with Second Schedule w.e.f. 1-6-1988.
13. Ins. by Act 20 0f 1987, S.26 (w.e.f. 1-12-1987)
14. Ins. by Act 20 of 1987, S.34(w.e.f. 1-12-1987)
15. Ins. by Act 20 of 1987, S.34(w.e.f. 1-12-1987)

Revival of closed units of Fertilizer Corporation of India Limited

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Revival of closed units of Fertilizer Corporation of India Limited
The Cabinet Committee on Economic Affairs (CCEA) approved the proposal regarding revival of five closed units of Fertilizer Corporation of India Limited (FCIL) at Sindri, Talcher, Ramagundam, Gorakhpur and Korba.
The CCEA approved the waiver of Government of India loan and interest thereon amounting to Rs.10,644 crore. The CCEA approved proposal for intercorporate loan of Rs.171 crore and commitment fee of Rs.25 crore for FCIL to be given by PSUs involved in the revival of FCIL units at Sindri, Talcher and Ramagundam. This would ensure positive net worth for FCIL and enable FCIL to come out of the purview of BIFR, and hasten the process of revival of closed units of FCIL.

The demand-production gap for urea in the country is projected at around nine million tonne during the current plan period, which is likely to go up further by at an average rate of 2-3% per annum. There is a continuous import dependence of the country to bridge this gap. Revival of closed units will ensure larger availability of indigenous fertilizers in the country.

SH/NK
(Release ID :95895)

Statement of Srikant Kumar Jena on CCEA approval of the proposal regarding revival of five closed units of FCIL

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Statement of Srikant Kumar Jena on CCEA approval of the proposal regarding revival of five closed units of FCIL

The Union Minister of State (Independent Charge) for Chemicals & Fertilizers and Statistics & Programme Implementation, Shri Srikant Kumar Jena said that the Cabinet Committee on Economic Affairs yesterday cleared the recommendations of Empowered Committee of Secretaries for revival of five units of Fertilizer Corporation of India Ltd. (FCIL) at Sindri, Talcher, Ramagundam, Gorakhpur & Korba. He told that the Government of India loan and interest thereon amounting to Rs. 10644 crores have been waived off. Further, the inter-corporate loan of Rs. 171 crores and commitment fee Rs. of Rs. 25 crores to FCIL to be given by PSUs involved in the revival of FCIL units at Sindri, Talcher and Ramagundam has also been approved. This would ensure positive net worth for FCIL and enable FCIL to come out of the purview of BIFR, which in turn would speed up the process of revival of closed units of FCIL.

Shri Jena informed that Revival of Talcher Unit will be done by RCF & CIL and ECOS is empowered to decide inclusion of GAIL for revival of Talcher unit. Revival of Sindri Unit shall be done by SAIL while revival of Ramagundam unit shall be undertaken by EIL & NFL.

On the current status of revival of three units by PSUs, Shri Jena told that the Bids for supply of Coal Gasification Plant for Talcher unit and its operation under BOO (Build, Own & Operate) Model is scheduled for opening in the first week of June 2013. The Tender documents for technology supply of Ammonia & Urea Plants at Talcher are ready and would be released once the parameters of the offers received for BOO Model are known. He said that the revival of Talcher unit shall bring an investment of about Rs 7,000 crore to Odisha, generate direct and indirect employment in the State, would help in developing ancillary industry in the region and give a boost to the economy of the State.

Shri Jena further stated that the demand-production gap for urea in the country is projected at around nine million tonne during the current plan period, which is likely to go up further by at an average rate of 2-3% per annum. There is a continuous import dependence of the country to bridge this gap. Furthermore, there are no operating urea units in the States of Bihar, Jharkhand, Chhattisgarh, Odisha and West Bengal and revival of closed units will ensure availability of fertilizers nearest to the consumption centres contributing to agricultural development in these areas.


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NSK
(Release ID :95905)

Generation of Plastic Waste

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Generation of Plastic Waste
The Central Pollution Control Board (CPCB) has carried out a study through Central Institute of Plastics Engineering and Technology (CIPET), Ahmadabad on “Assessment and Quantification of Plastic Waste in 60 Cities” during the year 2010-11. As per this study, the total quantum of plastic waste generated in the country is estimated to be about 15,342.46 tonnes per day. The total plastic waste, which is collected and recycled in the country, is estimated to be about 9205 tonnes per day and about 6137 tonnes per day of plastic waste remains uncollected. This was stated by Shrimati Jayanthi Natarajan Minister of State (Independent Charge) for Environment and Forests, in a written reply to a question in the Rajya Sabha today.

The Minister further stated that the problems, which are associated, inter-alia, with the uncollected plastic waste, include (i) choking of drains by plastic carry bags which may lead to unhygienic environment and water borne diseases, (ii) causing of illness and possible death of animals that may feed on plastics from garbage bins, (iii) non-biodegradable and impervious nature of plastics disposed on soil which may arrest recharge of ground water aquifers, (iv) presence of additives and plasticizers, fillers, flame retardants and pigments used in the plastic products which have potential to cause adverse health impact and ground water pollution.

The Minister further stated that the Ministry of Environment and Forests has notified the Plastic (Waste Management and Handling) Rules, 2011. These rules, inter-alia, specify that plastic carry bags should have a minimum thickness of 40 microns; food stuffs cannot be packed in recycled plastics or compostable plastics; no carry bags shall be made available free of cost to consumers; and plastic material, in any form shall not be used in any package for packing gutkha, pan masala and tobacco in all forms. The mechanism for plastic waste management has been prescribed in these rules. The State Pollution Control Boards and Pollution Control Committees in respect of Union Territories are the prescribed authorities for enforcement of provisions of these rules relating to registration, manufacture and recycling. The concerned Municipal Authorities are responsible for enforcement of provisions of these rules relating to the use, collection, segregation, transportation and disposal of plastic waste, the Minister added.

RM/RS- USQ4351 - RS
(Release ID :95716)

Forest Cover in India

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Forest Cover in India

            As per India State of Forest Report, 2011, the forest cover of India is 6,92,027Km2. The details of forest cover, state-wise are given below :-

State/UT
Geographical
 Area
 2011 Assessment

Very Dense
Forest
Mod. Dense
Forest
Open
Forest
Total
Forest cover as percentage of geographical area (%)
Andhra Pradesh
275069
850
26242
19297
46389
16.86
Arunachal Pradesh
83743
20868
31519
15023
67410
80.50
Assam
78438
1444
11404
14825
27673
35.28
Bihar
94163
231
3280
3334
6845
7.27
Chhattisgarh
135191
4163
34911
16600
55674
41.18
Delhi
1483
7
49
120
176
11.88
Goa
3702
543
585
1091
2219
59.94
Gujarat
196022
376
5231
9012
14619
7.46
Haryana
44212
27
457
1124
1608
3.64
Himachal Pradesh
55673
3224
6381
5074
14679
26.37
Jammu & Kashmir
222236
4140
8760
9639
22539
10.14
Jharkhand
79714
2590
9917
10470
22977
28.82
Karnataka
191791
1777
20179
14238
36194
18.87
Kerala
38863
1442
9394
6464
17300
44.52
Madhya Pradesh
308245
6640
34986
36074
77700
25.21
Maharashtra
307713
8736
20815
21095
50646
16.46
Manipur
22327
730
6151
10209
17090
76.54
Meghalaya
22429
433
9775
7067
17275
77.02
Mizoram
21081
134
6086
12897
19117
90.68
Nagaland
16579
1293
4931
7094
13318
80.33
Orissa
155707
7060
21366
20477
48903
31.41
Punjab
50362
0
736
1028
1764
3.50
Rajasthan
342239
72
4448
11567
16087
4.70
Sikkim
7096
500
2161
698
3359
47.34
Tamil Nadu
130058
2948
10321
10356
23625
18.16
Tripura
10486
109
4686
3182
7977
76.04
Uttar Pradesh
240928
1626
4559
8153
14338
5.95
Uttarakhand
53483
4762
14167
5567
24496
45.80
West Bengal
88752
2984
4646
5365
12995
14.64
A&NIslands
8249
3761
2416
547
6724
81.51
Chandigarh
114
1
10
6
17
14.72
Dadra & Nagar   Haveli
491
0
114
97
211
42.97
Daman & Diu
112
0
0.62
5.53
6
5.49
Lakshadweep
32
0
17.18
9.88
27
84.56
Puducherry
480
0
35.37
14.69
50
10.43
Grand Total
3287263
83471
320736
287820
692027
21.05





            This was stated by ShrimatiJayanthiNatarajan Minister of State (Independent Charge) for Environment and Forests, in a written reply to a question in the RajyaSabha today.

The Minister further stated that the Central Government, as on 31.03.2013, accorded 23,367 approvals under the Forest (Conservation) Act, 1980 for diversion of 11,57,468 hectares of forest land for non-forest purpose. To mitigate impacts of diversion of forest land on the ecology, environment, biodiversity and overall forest cover in the country, the Central Government while according approvals under the Forest (conservation) Act, 1980 for diversion of forest land stipulates appropriate conditions. Important among these are transfer and mutation of equivalent non-forest land in favour of State Forest Department (SFD) for compensatory afforestation from the funds provided by the user agency; notification of such non-forest land transferred in favourof the SFD as Reserved Forest/Protected Forest; realization of the Net Present Value (NPV) of the diverted forest from the user agency for execution of various activities for conservation, protection and management of forests and wildlife; and realization of funds from the user agencies for preparation and execution of appropriate plans for conservation and development of wildlife in and around the forest land proposed to be diverted for non-forest purposes.

The Minister further stated that Asmentioned in India State of Forest Report-2011, gregarious occurrence of weeds like lantana in forest areas and agricultural crops like sugarcane, cotton, etc. occurring in the vicinity of forest area cause mixing of the spectral signatures and often make precise forest cover delineation difficult. However, Forest Survey of India takes due care for such areas and through extensive ground truthing this error is minimized. As per ISFR-2011 the accuracy of classification of forest cover is 95.23%.

RM/RS-  USQ4365 - RS




(Release ID :95717)

Protection of Mangrove Forests

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Protection of Mangrove Forests
Zoological Survey of India has been undertaking studies on the serious threat to coral colonies only of Palk Bay continuously for more than a decade. Study initiated in 2010-11, monitoring assessments for which were carried out in 2013 confirm that there is reduction in the live coral cover and increase in rubbles, macro-algae and calcareous algae which indicate continuing degradation of these reefs.

The Government seeks to protect, sustain and augment mangroves and coral reef in the country by both regulatory and promotional measures. Under the regulatory measures, the Coastal Regulation Zone (CRZ) Notification (2011) and the Island Protection Zone (IPZ) Notification 2011 regulates the development activities along the Sea coast and tidal influenced water bodies. The mangroves and coral reefs areas are categorized as ecological sensitive areas (CRZ-I) where no new constructions are permitted except projects relating to Department of Atomic Energy; pipelines, conveying systems including transmission lines; installation of weather radar for monitoring of cyclones movement and prediction by Indian Meteorological Department and construction of trans harbour sea link and without affecting the tidal flow of water. To enforce and implement the CRZ and IPZ Notifications, the Ministry of Environment and Forests has constituted the National and State/UT level Coastal Zone Management Authorities.

The Ministry of Environment & Forests also provides financial assistance to Coastal States/Union Territories, who so request, under its Centrally Sponsored Scheme for conservation and management of mangroves and coral reef. In addition Coral reef is included in Schedule I of the Wild Life Protection Act, 1972 which affords it the highest degree of protection. Further Protected Areas, viz.4 National Parks, 96 Sanctuaries and 3 Marine Biosphere Reserve have been created all over the country under the provisions of the Wild Life (Protection) Act, 1972 to conserve marine life including coral reef. The Wildlife Crime Control Bureau has also been set up to strengthen the enforcement of law for control of poaching and illegal trade in wildlife and its products.

RM/RS
(Release ID :96021)

Declaration of the Year 2013 as “Water Conservation Year-2013”

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Declaration of the Year 2013 as “Water Conservation Year-2013”
The Union Cabinet today gave its approval for declaring the year 2013 as “Water Conservation Year 2013.

A number of mass awareness activities will be undertaken during Water Conservation Year 2013 with emphasis on sensitizing the masses on water related issues, encourage them to conserve and use it judiciously.

The policies and programmes of the Ministry of Water Resources will be propagated to create a sustainable society and economy.

An effective and sustained mass awareness programme will be launched with the involvement of all stakeholders to achieve the objectives identified in the National Water Policy, 2012 and National Water Mission. .

Background:

Water is a natural resource, fundamental to life, livelihood, food security and sustainable development. It is also a scarce resource. India has more than 18 percent of the world`s population, but has only 4 percent of world`s renewable water resources with 2.4 percent of world`s land area. There are further limits on utilizable quantities of water owing to uneven distribution over time, as 75 percent of annual rainfall is received in just four months. Also region wise it varies from 10 cm rainfall in Rajasthan to 1000 cm in North Eastern Region. In addition, there are challenges of frequent floods and droughts in one or the other part of the country. With a growing population and rising needs of a fast developing nation as well as the given indicators of the impact of climate change, per capita availability of water is likely to go down from 1545 cubic metre per year in 2011 to 1341 cubic metre per year in 2025. The increasing demand of water for various purposes will further strain with the possibility of deepening water conflicts among different user groups as drinking water need is going to rise by 44 percent, irrigation need by 10 percent, industry need by 81 percent respectively by 2025.

In view of this, the Ministry had prepared National Water Policy (2012), which was adopted by the National Water Resources Council headed by the Hon`ble Prime Minister on 28.12.2012. This takes cognizance of the existing situation; proposes a framework for creation of a system of laws and institutions and a plan of action with a unified national perspective. Hence, there is a need for greater awareness on water conservation for optimal usage of the existing resources.

Water Conservation is also the key objective of the National Water Mission which is one of the eight National Missions under the National Action Plan for Climate Change. This envisages conservation, minimizing wastage and ensuring more equitable distribution of water resources both across and within States through integrated water resources development and management.

The effective water resources management must be underpinned by knowledge and understanding of the availability of the resource itself, the uses to which water is put and the challenges facing the users of water at all levels of stake holders. This can be done by creating mass awareness about the fact that water conservation is the immediate need of the hour.

SH/NK
(Release ID :95891)

12 killed as cyclone Mahasen hits Bangladesh

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12 killed as cyclone Mahasen hits Bangladesh

 

  Bangladeshis stand by the Bay of Bengal coast before the tropical cyclone Mahasen made landfall in Chittagong, Bangladesh, on May 16, 2013.

At least 12 people were killed on Thursday as cyclonic storm ‘Mahasen’ battered Bangladesh’s southwestern coastlines, damaging thousands of thatched houses and forcing evacuation of over one million people from low-lying areas.
“All the deaths were reported from the southwestern coastlines where the cyclone hit with its maximum strength before being weakened gradually,” a Disaster Management Ministry spokesman told PTI.
Officials from coastal areas earlier reported the deaths mostly from offshore islands of southwestern Barisal region with the highest toll recorded in Barguna district, the worst affected area where the storm levelled hundreds of thatched houses and standing crops and uprooted trees.
They said the deaths were caused by drowning or the victims were hit by falling trees.
Weakens gradually
The cyclone first struck the southern Patuakhali coast with wind speed up to 90 km per hour, but it gradually weakened into a tropical storm and then dissipated, causing far less damage than had been feared.
“The cyclone gradually lost its strength as it headed towards India’s Tripura State crossing (Bangladesh’s) Bandarban (hill district) this afternoon,” Meteorology Department’s Deputy Director Shamsuddin Ahmed told PTI.
MeT office director Shah Alam earlier said the Mahasen first hit Khepupara of Patuakhali and then it proceeded towards the Noakhali and Chittagong Coast through the confluence of the Tentulia and Meghna rivers.
Disaster management officials said people have started returning home from cyclone shelters as the situation returned to normal.
Earlier, authorities had evacuated over one million people and sent them to 1,365 shelters stretching across the southern coastlines after the MeT office issued Danger Signal no 7 in a scale of 10 late on Wednesday.
A tropical storm has lashed coastal areas of Bangladesh, killing 12 people, destroying thousands of huts and forcing up to a million people to flee.
Officials had prepared for a cyclone, but the storm, called Mahasen, weakened considerably before making landfall.
The storm hit Patuakhali district on Thursday with heavy rain and wind of up to 100km/h (60mph).
Early reports suggest Muslim Rohingya living in camps on both sides of the Burma border were spared the worst.
The United Nations had warned that 8.2 million people were at risk from Mahasen in Bangladesh, Burma and north-east India.
Several Indian states issued storm alerts and warned people to take precautions against severe weather conditions.
The storm weakened over the Bay of Bengal, however, and forecasters say it is likely to dissipate within 24 hours.
Loudspeakers on trucks have been issuing warnings in Cox's Bazar
Centres crowdedThe Bangladeshi government said it had evacuated 956,672 people from coastal areas to more than 3,200 cyclone shelters.Officials broadcast warning messages before Mahasen hit.
Airports in Chittagong and the resort town of Cox's Bazar were closed, and Chittagong's port also remains closed, says the BBC's Sanjoy Majumder in Chittagong.The Bangladeshi authorities earlier raised the danger level to seven out of 10 for low-lying areas around Chittagong and Cox's Bazar.
The cyclone covered more than 175km in nine hours before hitting the coast, Bangladesh's Meteorological Department said.
A storm surge destroyed thousands of huts and caused flooding in coastal areas.
All schools, colleges and some hotels have been declared cyclone shelters, and most were packed overnight.
'Race against time' In Burma, there were fears for tens of thousands of Rohingya Muslims living in camps in low-lying areas of Rakhine state.
They were displaced by ethnic violence last year and many were reluctant to move from the camps.
One refugee, Hla Maung, said he had lost his mother and two young daughters during the clashes between Muslims and Buddhists last year, and would not move from the camp.
"I lost everything. I don't want to go anywhere. I'll stay here. If I die, I want to die here," he said.
Burmese Planning Minister Tin Naing Thein said that in all, more than 166,000 people had been relocated.
In the event, the storm changed course and appears to have caused only minor damage in Burma.
Cyclone Mahasen earlier hit Sri Lanka, causing floods and mudslides that killed at least seven people, according to the country's Disaster Management Centre.
At least 50 Rohingya Muslims drowned on Tuesday when boats evacuating them from the path of the cyclone capsized off western Burma.

Learn from Accidents, Expert Urges

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An accident or injury is an unwelcome event at any workplace.But organizations that take strategic steps can use information about the incident to prevent similar events in the future.
Hernani Veloso Neto of the University of Porto, Portugal, published research on the subject of accident prevention strategies in the March issue of the International Journal of Human Factors and Ergonomics. He identified three obstacles that stand in the way of treating workplace accidents as a source of what he calls "useable knowledge."
  • The first challenge is fundamental structural barriers. These are related to organizational issues, such as whether news about accidents is disseminated beyond those immediately affected by the incident.
  • The second obstacle is "inter-individual" barriers, for example, communications between line managers and staff.
  • The third challenge are barriers caused by the behaviors and response of those directly involved in the accident.
The key to overcoming these challenges and unlocking the door to improved accident prevention, says Veloso Neto, is a knowledge system that focuses on internal and external case studies and encourages the Safety Reporting of accidents, causes, and outcomes across the entire organization.
"To learn from accident experiences, organizations must create mechanisms to foster knowledge from the onset and to elicit changes based on that information," Veloso Neto concludes. He says if such resources are not exploited, barriers will remain in place and accidents will be repeated.

Knowledge: The Key to Preventing Accidents

Why is knowledge about accident prevention so important? Here are 12 good reasons—all from OSHA fatal workplace injury Safety Reports:
  • A grocery store worker died from injuries after tripping and falling from loose flooring.
  • An employee died when a storage tank he was cutting exploded.
  • A worker died after vehicle crashed during icy road conditions.
  • A cable service worker died after falling from a ladder.
  • An employee died while working in a confined space at a crude oil refinery.
  • An employee crushed and killed by conveyor belt rollers undergoing maintenance.
  • A worker killed after being caught in saw machine at cabinetry facility.
  • A worker died after falling 30 feet while unloading tools from forklift.
  • A worker was struck in head and killed by piece of metal while operating lathe.
  • An employee killed by falling equipment during unloading operations
  • A worker was killed when nail from a nail gun struck him in the eye.
  • An employee died from head injuries after falling off scaffolding.
If these employees had proper knowledge, their accident could have been avoided and the fatality prevented. Multiply these incidents by thousands upon thousands of nonfatal accidents, and you see why training and increased knowledge about safety is so vital in the workplace.

Indian river systems and pollution

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Indian river systems and pollution

Godavari River (image right) and Krishna River (image left) discharging to the Bay of Bengal. NASAGodavari River (image right) and Krishna River (image left) discharging to the Bay of Bengal. NASA
This article has been reviewed by the following Topic Editor: Avanish K Panikkar

The Indian River Systems can be divided into four categories – the Himalayan, the rivers traversing the Deccan Plateau, the Coastal and those in the inland drainage basin (Figure 1). The Himalayan rivers are perennial as they are fed by melting glaciers every summer. During the monsoon, these rivers assume alarming proportions. Swollen with rainwater, they often inundate villages and towns in their path. The Gangetic basin is the largest river system in India, draining almost a quarter of the country.

The rivers of the Indian peninsular plateau are mainly fed by rain. During summer, their flow is greatly reduced, and some of the tributaries even dry up, only to be revived in the monsoon. The Godavari basin in the peninsula is the largest in the country, spanning an area of almost one-tenth of the country. The rivers Narmada (India’s holiest river) and Tapti flow almost parallel to each other but empty themselves in opposite directions. The two rivers make the valley rich in alluvial soil and teak forests cover much of the land. While coastal rivers gush down the peaks of the Western Ghats into the Arabian Sea in torrents during the rains, their flow slow down after the monsoon. Streams like the Sambhar in western Rajasthan are mainly seasonal in character, draining into the inland basins and salt lakes. In the Rann of Kutch, the only river that flows through the salt desert is the Luni. The major river system of India are discussed below.

1 Indus River System

2 Brahmaputra River System

3 Ganga River System

4 Yamuna River System

5 Narmada River System

6 Tapti River System

6.1 Godavari River System

6.2 Krishna River System

6.3 Kaveri River System

6.4 Mahanadi River System

6.5 Environmental factors of River water quality

6.6 River Water Pollution

6.7 Pollution in the Ganga River

6.8 Pollution in the Yamuna River

6.9 Impact of River water pollution

7 Prevention and Control of Pollution

7.1 Ganga Action Plan

7.1.1 Failure of Ganga Action Plan

7.1.2 The realities of the GAP Phase-I Schemes for Varanasi

7.1.3 The Ganga Action Plan Phase-II

8 Water pollution regulation in India

8.1 Water pollution – related legislation

9 Use of Informal regulation of pollution

10 Conclusion

11 References

12 Further readings

The Indus originates in the northern slopes of the Kailash range in Tibet near Lake Manasarovar. It follows a north-westerly course through Tibet. It enters Indian territory in Jammu and Kashmir. It forms a picturesque gorge in this part. Several tributaries - the Zaskar, the Shyok, the Nubra and the Hunza join it in the Kashmir region. It flows through the regions of Ladakh, Baltistan and Gilgit and runs between the Ladakh Range and the Zaskar Range. It crosses the Himalayas through a 5181 m deep gorge near Attock, lying north of the Nanga Parbat and later takes a bend to the south west direction before entering Pakistan. It has a large number of tributaries in both India and Pakistan and has a total length of about 2897 km from the source to the point near Karachi where it falls into the Arabian Sea. The main tributaries of the Indus in India are Jhelum, Chenab, Ravi, Beas and Sutlej.
Figure 1: Major Rivers in IndiaFigure 1: Major Rivers in India

The Brahmaputra originates in the Mansarovar lake, also the source of the Indus and the Satluj. It is slightly longer than the Indus, but most of its course lies outside India. It flows eastward, parallel to the Himalayas. Reaching Namcha Barwa (7757 m), it takes a U-turn around it and enters India in Arunachal Pradesh and known as dihang. The undercutting done by this river is of the order of 5500 metres. In India, it flows through Arunachal Pradesh and Assam, and is joined by several tributaries.

The Ganga (Ganges) rises from the Gangotri Glacier in the Garhwal Himalayas at an elevation of some 4100 metres above the sea level under the name of Bhagirathi. This main stream of the river flows through the Himalayas till another two streams – the Mandakini and the Alaknanda – join it at Dev Prayag, the point of confluence. The combined stream is then known as the Ganga. The main tributaries of the Ganga are Yamuna, Ram Ganga, Gomati, Ghaghara, Son, Damodar and Sapt Kosi. The river after traversing a distance of 2525 kms from its source meets the Bay of Bengal at Ganga Sagar in West Bengal.

The River Yamuna originates from the Yamunotri glacier, 6387m above mean sea level (msl), at the Banderpoonch peak in the Uttarkashi district of Uttarakhand. The catchment of the river extends to states of Uttar Pradesh, Himachal Pradesh, Haryana, Rajasthan and Madhya Pradesh and the entire union territory of Delhi. The river flows 1367 km from here to its confluence with the River Ganga at Allahabad. The main tributaries joining the river include the Hindon, Chambal, Sind, Betwa and Ken. The annual flow of the river is about 10,000 cumecs. The annual usage is 4400 cumecs, irrigation accounting for 96% of this.

The Narmada or Nerbudda is a river in central India. It forms the traditional boundary between North India and South India, and is a total of 1,289 km (801 mi) long. Of the major rivers of peninsular India, only the Narmada, the Tapti and the Mahi run from east to west. It rises on the summit of Amarkantak Hill in Madhya Pradesh state, and for the first 320 kilometres (200 miles) of its course winds among the Mandla Hills, which form the head of the Satpura Range; then at Jabalpur, passing through the 'Marble Rocks', it enters the Narmada Valley between the Vindhya and Satpura ranges, and pursues a direct westerly course to the Gulf of Cambay. Its total length through the states of Madhya Pradesh, Maharashtra, and Gujarat amounts to 1312 kilometres (815 miles), and it empties into the Arabian Sea in the Bharuch district of Gujarat.

 The Tapi is a river of central India. It is one of the major rivers of peninsular India with the length of around 724 km; it runs from east to west. It rises in the eastern Satpura Range of southern Madhya Pradesh state, and flows westward, draining Madhya Pradesh's historic Nimar region, Maharashtra's historic Khandesh and east Vidarbha regions in the northwest corner of the Deccan Plateau and South Gujarat before emptying into the Gulf of Cambay of the Arabian Sea, in the State of Gujarat. The Western Ghats or Sahyadri range starts south of the Tapti River near the border of Gujarat and Maharashtra.

The Tapi River Basin lies mostly in northern and eastern districts Maharashtra state viz, Amravati, Akola, Buldhana, Washim, Jalgaon, Dhule, Nandurbar, Malegaon, Nashik districts but also covers Betul, Burhanpur districts of Madhya Pradesh and Surat district in Gujarat as well. The principal tributaries of Tapi River are Purna River, Girna River, Panzara River, Waghur River, Bori River and Aner River.

The river with second longest course within India, Godavari is often referred to as the Vriddh (Old) Ganga or the Dakshin (South) Ganga. The name may be apt in more ways than one, as the river follows the course of Ganga's tragedy. The river is about 1,450 km (900 miles) long. It rises at Trimbakeshwar, near Nasik and Mumbai (formerly Bombay) in Maharashtra around 380 km distance from the Arabian Sea, but flows southeast across south-central India through the states of Madhya Pradesh, Karnataka, Orissa and Andhra Pradesh, and empties into the Bay of Bengal. At Rajahmundry, 80 km from the coast, the river splits into two streams thus forming a very fertile delta. Some of its tributaries include Indravati River, Manjira, Bindusara and Sabari. Some important urban centers on its banks include Nasik, Bhadrachalam, Rajahmundry and Narsapur. The Asia's largest rail-cum-road bridge on the river Godavari linking Kovvur and Rajahmundry is considered to be an engineering feat.

The Krishna is one of the longest rivers of India (about 1300 km in length). It originates at Mahabaleswar in Maharashtra, passes through Sangli and meets the sea in the Bay of Bengal at Hamasaladeevi in Andhra Pradesh. The Krishna River flows through the states of Maharashtra, Karnataka and Andhra Pradesh. The traditional source of the river is a spout from the mouth of a statue of a cow in the ancient temple of Mahadev in Mahabaleshwar. Its most important tributary is the Tungabhadra River, which itself is formed by the Tunga and Bhadra rivers that originate in the Western Ghats. Other tributaries include the Koyna, Bhima, Mallaprabha, Ghataprabha, Yerla, Warna, Dindi, Musi and Dudhganga rivers.

The Kaveri (also spelled Cauvery or Kavery) is one of the great rivers of India and is considered sacred by the Hindus. This river is also called Dakshin Ganga. The headwaters are in the Western Ghats range of Karnataka state, and flows from Karnataka through Tamil Nadu. It empties into the Bay of Bengal. Its waters have supported irrigated agriculture for centuries, and the Kaveri has been the lifeblood of the ancient kingdoms and modern cities of South India. The source of the river is Talakaveri located in the Western Ghats about 5,000 feet (1,500 m) above sea level. It flows generally south and east for around 765 km, emptying into the Bay of Bengal through two principal mouths. Its basin is estimated to be 27,700 square miles (71,700 km²), and it has many tributaries including Shimsha, Hemavati, Arkavathy, Kapila, Honnuhole, Lakshmana Tirtha, Kabini, Lokapavani, Bhavani, Noyyal and Famous Amaravati.

Table 1:  Major River Basins of the Country

SI.
No.
  

Name of the River
  

Origin
  

Length (km)
  

Catchment Area
(Sq. Km.)

1.
  

Indus
  

Mansarovar (Tibet)
  

1114+
  

321289+

2.
  

a.) Ganga
  

Gangotri (Uttar Kashi)
  

2525+
  

861452+

  

b.) Brahmaputra
  

Kailash Range (Tibet)
  

916+
  

194413+

c.) Barak & other rivers flowing into Meghna, like Gomti, Muhari, Fenny etc.
      

  

41723+

3.
  

Sabarmati
  

Aravalli Hills (Rajasthan)
  

371
  

21674

4.
  

Mahi
  

Dhar (Madhya Pradesh)
  

583
  

34842

5.
  

Narmada
  

Amarkantak
  

1312
  

98796

6.
  

Tapi
  

Betul (Madhya Pradesh)
  

724
  

65145

7.
  

Brahmani
  

Ranchi (Bihar)
  

799
  

39033

8.
  

Mahanadi
  

Nazri Town
  

851
  

141589

9.
  

Godavari
  

Nasik
  

1465
  

312812

10.
  

Krishna
  

Mahabaleshwar (Maharashtra)
  

1401
  

258948

11.
  

Pennar
  

Kolar (Karnataka)
  

597
  

55213

12.
  

Cauvery
  

Coorg (Karnataka)
  

800
  

81155

Total
  

2528084

Source: Central Water Commission, W.M.Directorate (Reassessment of Water Resources Potential of India, 1993).

The Mahanadi River system is the third largest in the peninsula of India and the largest river of Orissa state.

 The basin (80º30’–86º50’ E and 19º20’–23º35’ N) extends over an area approximately 141,600 km2, has a total length of 851 km and an annual runoff of 50X109 m3 with a peak discharge of 44740 m3 s-1.

The basin is characterised by a tropical climate with average annual rainfall of 142 cm (NWDA, 1981) with 90% occurring during the SW-monsoon. The river begins in the Baster hills of Madhya Pradesh flows over different geological formations of Eastern Ghats and adjacent areas and joins the Bay of Bengal after divided into different branches in the deltaic area. The main branches of River Mahanadi meet Bay of Bengal at Paradip and Nuagarh (Devi estuary). The tidal estuarine part of the river covers a length of 40 km and has a basin area of 9 km2. Based on physical characteristics, the estuary has been characterized as a partially mixed coastal plain estuary. Major river basins and their resource potential of India summarized in Table 1 and 2.

River water quality is highly variable by nature due to environmental conditions such as basin lithology, vegetation and climate. In small watersheds spatial variations extend over orders of magnitude for most major elements and nutrients, while this variability is an order of magnitude lower for major basins. Standard river water for use as reference is therefore not applicable. As a consequence natural waters can possibly be unfit for various human uses, even including drinking.

There are three major natural sources of dissolved and soluble matter carried by rivers: the atmospheric inputs of material, the degradation of terrestrial organic matter and the weathering of surface rocks. These substances generally transit through soil and porous rocks and finally reach the rivers. On their way, they are affected by numerous processes such as recycling in terrestrial biota, recycling and storage in soils, exchange between dissolved and particulate matter, loss of volatile substances to the atmosphere, production and degradation of aquatic plans within rivers and lakes etc. As a result of these multiple sources and pathways, the concentrations of elements and compounds found in rivers depend on physical factors (climate, relief), chemical factors (solubility of minerals) and biological factors (uptake by vegetation, degradation by bacteria). The most important environmental factors controlling river chemistry are:

    Occurrence of highly soluble (halite, gypsum) or easily weathered (calcite, dolomite, pyrite, olivine) minerals
    Distance to the marine environment which controls the exponential decrease of ocean aerosols input to land (Na+, CI-, SO- , and Mg2+).
    Aridity (precipitation/runoff ratio) which determines the concentration of dissolved substances resulting from the two previous processes.
    Terrestrial primary productivity which governs the release of nutrients (C, N, Si, K).
    Ambient temperature which controls, together with biological soil activity, the weathering reaction kinetics.
    Uplift rates (tectonism, relief) Stream quality of unpolluted waters (basins without any direct pollution sources such as dwellings, roads, farming, mining etc.

Most of the Indian rivers and their tributaries viz., Ganges, Yamuna, Godavari, Krishna, Sone, Cauvery Damodar and Brahmaputra are reported to be grossly polluted due to discharge of untreated sewage disposal and industrial effluents directly into the rivers. These wastes usually contain a wide variety of organic and inorganic pollutants including solvents, oils, grease, plastics, plasticizers, phenols, heavy metals, pesticides and suspended solids. The indiscriminate dumping and release of wastes containing the above mentioned hazardous substances into rivers might lead to environmental disturbance which could be considered as a potential source of stress to biotic community.

As for example, River Ganges alone receives sewage of 29 class I cities situated on its banks and the industrial effluents of about 300 small, medium, and big industrial units throughout its whole course of approximately 2525 kms. Identically Yamuna is another major river, has also been threatened with pollution in Delhi and Ghaziabad area. Approximately 5,15,000 kilolitres of sewage waste water is reported to be discharged in the river Yamuna daily. In addition, there arc about 1,500 medium and small industrial units which also contribute huge amounts of untreated or partially treated effluent to the river Yamuna every day.

Similarly many other rivers were surveyed during past two decades with respect to their pollutional status. In addition to domestic and industrial discharge into the rivers, there were continued surface run off of agricultural areas, mines and even from cremation on the river banks. According to a report, over 32 thousand dead bodies were cremated at the major burning Ghats per year in Varanasi alone in the year 1984.

The Ganga Basin, the largest river basin of the country, houses about 40 percent of population of India. During the course of its journey, municipal sewages from 29 Class-I cities (cities with population over 1,00,000), 23 Class II cities (cities with population between 50,000 and 1,00,000) and about 48 towns, effluents from industries and polluting wastes from several other non-point sources are discharged into the river Ganga resulting in its pollution. The NRCD records, as mentioned in audit report, put the estimates of total sewage generation in towns along river Ganga and its tributaries as 5044 MLD (Million Litres per Day). According to the Central Pollution Control Board Report of 2001, the total wastewater generation on the Ganga basin is about 6440 MLD.

Many towns on the bank of the Ganga are highly industrialised. Most of the industries have inadequate effluent treatment facilities and dump their wastes directly into the river. A high concentration of tanneries in Kanpur has further aggravated the situation. Besides other chemical and textile industries, Kanpur has 151 tanneries located in a cluster at Jajmau along the southern bank of the Ganga with an estimated waste water discharge of 5.8 to 8.8 million litres per day. Out of 151 tanneries in Jajmau, 62 tanneries use exclusively the chrome tanning process, 50 tanneries use vegetable tanning processes, and 38 tanneries use both chrome and vegetable tanning. The Indian government under the Ganga Action Plan (GAP) has implemented several schemes for the abatement of pollution of the Ganga by tanneries. However, there are violations of the pollution control measures, and tannery effluents are still found in the river.

River Yamuna is the primary source of drinking water for Delhi, the capital of India, and also for many cities, towns and villages in the neighbouring states of Uttar Pradesh, Uttaranchal and Haryana. In the last few decades, however, there has been a serious concern over the deterioration in its water quality. The river has been receiving large amounts of partially treated and untreated wastewater during its course, especially between Wazirabad and Okhla, National Capital Territory (NCT) of Delhi. Pollutants flowing into the river are contributed from the waste of the cities situated along its bank.

If London is famous for beauty of its river the Thames, Delhi is known for pollution of the Yamuna River. Once the lifeline of Delhi, Yamuna has now became the most polluted water resource of the country. It now looks like a sewer.

From big industries and factories to people living in big colonies, slums and rural areas, all pollute the river with impunity because of untreated water. Increasing pollution of the Yamuna has now become an international issue and a cause of concern for environmentalists.

The pollutants include oils, greases, plastics, plasticizers, metallic wastes, suspended solids, phenols, toxins, acids, salts, dyes, cyanides, pesticides etc. Many of these pollutants are not easily susceptible to degradation and thus cause serious pollution problems. Contamination of ground water and fish-kill episodes are the major effects of the toxic discharges from industries. Discharge of untreated sewage and industrial effluents leads to number of conspicuous effects on the river environment (Table 3). The impact involves gross changes in water quality viz. reduction in dissolved oxygen and reduction in light penetration that’s tends loss in self purification capability of river water.

Table 3 : Environmental implications of the discharge of sewage and industrial effluents

S.N.
  

Factor
  

Principal environmental effect
  

Potential ecological consequences
  

 Remedial action

1.
  

High biochemical oxygen demand (BOD) caused by bacterial breakdown of organic matter
  

Reduction in dissolved oxygen (DO) concentration
  

Elimination of sensitive species, increase in some tolerant species; change in the community structure
  

Pretreatment of effluent, ensure adequate dilution

2.
  

Partial biodegradation of proteins and other nitrogenous material
  

Elevated ammonia concentration; increased nitrite and nitrate levels
  

Elimination of intolerant species, reduction in sensitive species
  

Improved treatment to ensure complete nitrification; nutrient stripping possible but expensive

3.
  

Release of suspended solid matter
  

Increased turbidity and reduction of light penetration
  

Reduced photosynthesis of submerge plants; abrasion of gills or interference with normal feeding behavior
  

Provide improved settlement, insure adequate dilution

4.
  

Deposition of organic sludges in slower water
  

Release of methane and hydrogen as sulphide matter decomposes anoxically, Modification of substratum by blanket of sludge
  

Elimination of normal benthic community loss of interstitial species; increase in the species able to exploit increased food source
  

Discharge where velocity adequate to prevent deposition

Other poisons

1.
  

Presence of poisonous substances
  

Change in water quality
  

Water directly and acutely toxic to some organisms, causing change in community composition; consequential effect on pray- predator relation; sub- lethal effects on some species
  

Increase dilution

Inert solids

1.
  

Particles in suspension
  

Increased turbidity. Possibly increased abrasion
  

Reduced photosynthesis of submerged plant. Impairing feeding ability through reduced vision or interference with collecting mechanism of filter feeders (e.g. reduction in nutritive value of collected material).Possible abrasion
  

Improve settlement

2.
  

Deposition of material
  

Blanketing of substratum, filing of interstices and/or substrate instability
  

Change in benthic community, reduction in diversity ( increased number of a few species)
  

Discharge where velocity adequate to ensure dispersion

Source: S. C Santra

On the worldwide scale, the river water pollution leads hazardous impact on aquatic animals and plants. Some studies show alarming condition of river pollution implications.  Pratap B and Vandana performed detailed study on pesticide accumulation in Fish species and concluded that, pesticide bioaccumulation was higher in cat- fishes as compared to carps and have species specific in their tissues (liver, brain and ovary) causing metabolic and hormonal imbalance affecting at GnRH and GTH secretion. The reproductive sex steroid hormones were lowered in catfishes and carps of the polluted rivers. They suggested that the bio accumulated insecticide in ovary may cause blocking of the receptor site so that natural hormone cannot bind at the site of estrogen receptor which may cause the dysfunctions of the reproduction in catfish and carps inhabiting the polluted river Gomti and Ganga. They also suggested that the fish bio accumulated insecticide beyond permissible limit must be avoided for the food purpose from such polluted rivers.

Contamination by synthetic organic pollutants is a more recent phenomenon which is even more difficult to demonstrate for lack of appropriate monitoring. The DDT content of the Yamuna river which flows through Delhi is one of the highest ever reported many other problems affect river water quality on a global scale. Very severe pollution by pathogenic microorganisms is still the prime cause of waterborne morbidity and mortality although it is difficult to establish reliable statistical correlation in each case. Many streams and rivers in South America, Africa and paxticulaxly on the Indian sub-continent show high coliform levels together with high BOD and nutrient levels. Eutrophication, which has spread widely to lakes and reservoirs of developing countries now also, affects slow flowing rivers.

Figure 2: Dead bodies of Ghariyals in Chambal Sanctuary Figure 2: Dead bodies of Ghariyals in Chambal Sanctuary

Another shocking incident came in picture recently, shows a death alarm of river pollution. Yamuna river water is behind death of ghariyals in the Chambal Sanctuary. Chambal lost over 100 ghariyals in the last 72 days to a mysterious toxin released, in all possibility, by its very own sanctuary – the river Yamuna (Figure 2). Initially ghariyal deaths were reported from 35 km stretch of National Chambal Sanctuary, where the Chambal and Yamuna rivers meet, but now ghariyal deaths are reported from upstream also. Beside, other forms of aquatic life are also coming in the area of the impact. For instance, two dolphins and a Crocodile have also died recently. Vets and research labs involved in the probe have confirmed that toxins caused around 103 deaths. They unanimously agree toxins came from either the contaminated food or the Yamuna water. After almost three months since 16 bodies were fished out from Barchauli village in Etawah range of national Chambal sanctuary on December 8, it is gout which has been noted in regularity in all 103 carcasses. The bodies show uric acid deposition in visceral organs and also joints of animals. Initial findings point towards ecological degradation of river system. Experts agree that Tilapia, an exotic fish species, could be the possible carrier of toxins and consumption of this species by ghariyals may have led to their death.

Some actions have been taken by The Government of India to control pollution in the river systems. Ganga action plan is much known of them discussed bellow:

An action plan, popularly known as “Ganga Action Plan” (GAP) for immediate reduction of pollution load on the river Ganga was prepared by Department of Environment (now Ministry of Environment & Forests) in December 1984 on the basis of a survey on Ganga basin carried out by the Central Pollution Control Board in 1984. The Plan approved by the Government in April 1985 pursued two objectives: to reduce the pollution load in the Ganga and establish sewage treatment systems in 25 Class I cities bordering the river.

To oversee the implementation of the GAP and lay down policies and programmes, Government of India constituted the Central Ganga Authority (CGA) under the chairmanship of the Prime Minister in February 1985. It has been renamed as the National River Conservation Authority (NRCA) in September 1995, as a wing of the Department of Environment, to execute the projects under the guidance and supervision of the CGA. The state agencies like Public Health Engineering Department, Water and Sewage Boards, Pollution Control Boards, Development Authorities, Local Bodies etc. were responsible for actual implementation of the scheme.

The Ganga Action Plan launched by the Government of India with much fanfare has failed miserably in its objectives. The pollution levels in Ganga are either same or even higher. What is worse, though the authorities, viz. the Jal Nigam and the State and Central Governments refuse to acknowledge the failure.

The Sankat Mochan Foundation found that the schemes for Varanasi under the GAP Phase-I suffered from several shortcomings. Some major ones are:

    The sewage pump at Konia terminal, when run to its capacity causes heavy surcharging of the old trunk sewer. It causes erosion of the sewer linings and also spillage of sewage from manholes in low-lying areas of the city.
    Over 115 mld sewage, which could be easily handled by the Konia Terminal, is actually being diverted to Dinapur Sewage Treatment Plant. The Dinapur STP can handle only 80 mld, resulting in by-passing of 35 mld untreated sewage into Varuna and eventually into Ganga. This is also very expensive in terms of energy consumption.
    Power breakdowns, which are common in Varanasi, causes a sudden back pressure in the system and massive spillage of sewage onto the roads and streets of the city.
    The plant at Dimapur has to be shut down completely during monsoons. Thus for three to four months in a year all the sewage goes untreated.
    The biogas generator in the Dinapur STP does not function hence the plant is ineffective due to shortage of power. Tens of millions of Rupees have been wasted on its construction, while the villages around the Dinapur STP suffer from polluted water, water borne diseases and mosquitoes.

    BOD in the religious bathing area remains dangerously high even after completion of the GAP I. The BOD is as high as 25 mg/l at the confluence of Ganga and Varuna.
    The fecal coliform varied from  70000 mpn/100ml to 1.5 million/100ml. The BOD and the fecal coliform levels increase from upstream to downstream as more and more untreated sewage enters the river.
    These values when compared with those six kilometers upstream of Assi are an eye opener. The figures in this area, where the city of Varanasi starts and no point discharges of effluents take place are 2mg/l of BOD and undetectable fecal coliform.
    Even in the treated sewage coming out from the Dimapur STP, the BOD is dangerously high at 50mg/l against a maximum permissinle value of 20mg/l. Suspended solids are 100mg/l. Fecal coliform levels remain as high as that entering the STP, since there is no arrangement for controlling it.

A ccording to environmentalists, about 90 per cent of pollution into the holy river is caused by sewage generation while only about 5 to 6 per cent can be blamed on bathing and other activities. While the real sources of pollution -- sewage -- continue to flow into the river.

 By 1996, the first phase of the Ganga Action Plan was completed and the government expanded its pollution abatement activities by enlarging the bureaucracy. They created the National River Conservation Directorate (NRCD) and folded the Ganga Action Plan into that Directorate. They also began to create other river action plans (e.g. The Yamuna Action Plan), modeled off the first phase of the Ganga Action Plan.

Since GAP-I did not cover the pollution load of Ganga fully; the Ganga Action Plan Phase II (GAP-II) was launched in stages between 1993 and 1996.

(a) On the tributaries of river Ganga viz. Yamuna, Damodar and Gomati

(b) In 25 class-I towns left out in Phase-I

(c) In the other polluting towns along the river.

The Cabinet Committee on Economic Affairs (CCEA) approved the GAP-II in various stages during April 1993 to October 1996. The States of Uttarakhand, Haryana, Delhi, Uttar Pradesh, Bihar and West Bengal were to implement the GAP-II by treating 1912 MLD of sewage. Against this, a treatment capacity of 780 MLD has been created so far (October 2003). The approved cost of GAP-II is Rs. 2285.48 crore (excluding establishment charges) against which, an amount of Rs.792.38 crore has been released till 30.11.2003. The total number of schemes sanctioned under GAP-II so far is 495 at a cost of Rs.1380 crore, out of which 318 schemes have been completed. The revised date for completion of GAP-II was kept as December 2005. The Ministry of Environment & Forests have now stated that as the second Phase of Gomti Action Plan and Yamuna Action Plan have been approved and these are targeted to be completed by March 2007 and September 2008 respectively, the GAP-II is now targeted to be completed by December 2008 provided commensurate funds are made available in time.

This section gives an overview of the current state of the Indian environmental regulation system. We mention the main relevant texts regarding the regulation of water pollution. Finally we discuss the role of informal regulation by local communities.

Unless there have been some environment related acts in India as early as the nineteenth century, the first significant laws regarding the protection of environmental resources appeared in the 1970's with the setting up of a National Comimittee on Environmental Planning and Coordination, and the enactment of the Wildlife Protection Act, 1972.

Since then, three main texts have been passed at the central level, that are relevant to water pollution: the Water (Prevention and Control of Pollution) Act, 1974, the Water (Prevention and Control of Pollution) Cess Act, 1977 and the Environment (Protection) Act (1986).

The Water Act 1974 established the Pollution Control Boards at the central and state level.

The Water Cess Act 1977 provided the Pollution Control Boards with a funding tool, enabling them to charge the water user with a cess designed as a financial support for the board's activities.

The Environment Protection Act 1986 is an umbrella legislation providing a single focus in the country for the protection of environment and seeks to plug the loopholes of earlier legislation relating to environment.

The law prohibits the pollution of water bodies and requires any potentially polluting activity to get the consent of the local SPCB before being started.

The design of policy instruments for industrial pollution is not only complex but also very daunting in the case of developing countries. In principle, the regulator has an array of physical, legal, monetary, and other instruments at his/her disposal. But the presence of a large number of pollution sources in the form of small-scale industries (SSIs) that lack knowledge, funds, technology and skills to treat their effluent frustrates any instrument applied and leads to overall failure. The failure of industrial pollution control is also attributable to rigid command-and-control regulatory approaches. Regulators are constrained by meagre resources, limited authority and political interference. These problems are compounded by information asymmetries. For all these reasons, numerous studies in India have concluded that despite a strong legal framework and the existence of a large bureaucracy to manage environmental regulation, implementation is very weak. The failure of formal regulation to control pollution has highlighted the significance of informal regulation for achieving environmental goals. There is now considerable interest in “information disclosure” and “rating” as potential tools of industrial pollution control. Some times referred to as the “third wave” of environmental policy, this approach acknowledges the difficulties of monitoring and enforcement and recognises that there are many more avenues of influence than just formal regulation or fines. Firms are sensitive, for example, about their reputation and the future costs that they may incur as a result of liability or accidents. The emergence of this new paradigm for regulation is also related to advances made in our understanding of asymmetric information. Bishwanath and Banerjee (2004) made an attempt to assess the impact of informal regulation of pollution on water quality in Indian rivers. For this purpose, an econometric analysis of determinants of water quality in Indian rivers were carried out using water quality (water class) data for 106 monitoring points on 10 important rivers for five years, 1995–1999. Results showed significant favorable effect of informal regulation of pollution on water quality in rivers in India.

The Indian River Systems can be divided into four categories – the Himalayan, the rivers traversing the Deccan Plateau, the Coastal and those in the inland drainage basin. The Gangetic basin is the largest river system in India, draining almost a quarter of the country. The rivers of the Indian peninsular plateau are mainly fed by rain. During summer, their flow is greatly reduced, and some of the tributaries even dry up, only to be revived in the monsoon.

Most of the Indian rivers and their tributaries viz., Ganges, Yamuna, Godavari, Krishna, Sone, Cauvery Damodar and Brahmaputra are reported to be grossly polluted due to discharge of untreated sewage disposal and industrial effluents directly into the rivers. The indiscriminate dumping and release of wastes containing hazardous substances into rivers lead to environmental disturbance which could be considered as a potential source of stress to biotic community. River water pollution leads sever impact on living community. Some recent studies show terrific facts like; Death of ghariyals in the Chambal sanctuary, pesticide pollution in Yamuna River etc.

Though, CPCB has laid down new stringent environmental norms in the form of CREP (Corporate Responsibility for Environmental Protection). But it was observed that only about 45% of the grossly polluting industrial units have installed Effluent Treatment Plants. Out of these, over 18% did not function properly and also did not meet the technical standards. The NRCD also have no mechanism to ensure that the installed Effluent Treatment Plants function properly. Therefore, punitive action should be taken against the violators of norms in this regard and defaulting industrial units should either be closed down or allowed to function only after they install ETPs and ensure their proper functioning. It was also observed, that the contribution to the pollution load by various sources was estimated at 75% and 25% each for domestic effluent and industrial waste.

Apart from ensuring proper operationalisation of assets created under different schemes, it is need to strengthen mechanism and the capacity of institutions for effective control of water pollution and waste from point source by emphasizing socio-economic measures at the same time as using law enforcement measures.

    Afsah, S., Laplante, B., Wheeler, D., 1996. “Controlling Industrial Pollution: A New Paradigm”, Policy Research Working Paper #1672, Policy Research Department, Environment, Infrastructure and Agriculture Division. World Bank, Washington DC
    Agarwal, H.C., Mittal, P.K., Menon, K.B. and Pillal, M.K.K., 1986. DTT residues in the River Jumuna in Dehli, India. Water, Air, Soil Polhit., 28: 89-104.
    Aleem A, Malik A. Genotoxicity of the Yamuna River water at Okhla (Delhi) India. Ecotoxicol Environ Saf 2005;61:404–12.
    Berner, E.A. and Berner, R.A., 1987. The Global Water Cycle, Geochemistry and Environment. Prentice Hall, Englewood Cliffs, Mich., 397 pp.
    Bishwanath Goldara , Nandini Banerjee, Impact of informal regulation of pollution on water quality in rivers in India Journal of Environmental Management 73 (2004) 117–130
    Brandon C., Homman K. (1995) "The cost of inaction: Valuing the Economy-Wide Cost of Environmental Degradation in India" Asia Environment Division, World Bank, October 17, mimeo.
    Chakrapani, G.J., Subramanian, V., 1990. Preliminary studies on the geo-chemistry of the Mahanadi basin, India. Chemical Geology 81, 241–253.
    Chandra K. River pollution in India: impact on inland fisheries. Ind J Agric Chem 1985;18:123–32
    Chawla G, Viswanathan PN, Devi S. In: Nair PKK, editor. Aquatic flora in relation to water pollution, vol. VII. Glimpses in Plant Research; 1986. p. 100–28.
    Donaldson EM. The pitutary-interrenal axis as an indicator of stress in fish. In: Pickering AD, editor. Stress and fish. New York: Academic Press, 1981. p. 11.
    Drever, J., 1982. The Geochemistry of Natural Waters. Prentice Hall, Engiewood Cliffs, Mich., 388 pp.
    Garrels, R.M., Mackenzie, F.T. and Hunt, C., 1973. Chemical Cycles and the Global Environment. Kaufmann, Los Altos, Calif., 206 pp.
    Gotham, E., 1961. Factors influencing the supply of major ions to inland waters with special influence to the atmosphere. Am. Geol. Soc. Bull., 72: 795-840.
    Hem, J.D., 1989. Study and interpretation of the chemical characteristics of natural waters. U.S. Geol. Surv. Water Supply Pap., 2254, 263 pp.
    http://www.hindu.com/2004/08/28/stories/2004082807430400.htm
    http://www2.demis.nl/mapserver/mapper.asp
    Kathuria, V., Sterner, T., 2006. Monitoring and enforcement — is two tier regulation robust? A study of Ankleshwar, India. Ecological Economics 57, 477–493.
    Konhauser, K.O., Powell, M.A., Fife, W.S., Longstaffle, F.J., Tripathy, S., 1997. Trace element geochemistry of river sediment, Orissa state, India. Journal of Hydrology 193, 258–269.
    Marchand, M., 1989. La contamination des eaux continentals par les micropolluants organlques. Rev. Sci. Eau, 2: 229-264.
    Meybeck, M., 1983. Atmospheric inputs and river transport of dissolved substances. Int. Assoc. Hydrol. Sci. Publ., 141: 173-192.
    Meybeck, M., 1986. Composition chimique naturelle des ruisseaux non poltu6s en France. Sci. G~ol. Bull. Strasbourg, 39: 3-77.
    Michel Meybeck and Richars Helmer,The Water quality of Rivers: From Pristine Stage to the Global Pollution, Palaeogeography, Palaeoclimatology, Palaeoecology (Global and Planetary Change Section), 75 (1989): 283-309 283.
    Ministry of Environment and Forests. Yamuna Action Plan, Government of India, New Delhi, 1994. p. 2.
    Murty, M.N., Prasad, U.R., 1999. Emissions reduction and influence of local communities in India. In: Murty, M.N., James, A.J., Misra Smita (Eds.), Economics of Industrial Pollution Abatement: Theory and Empirical Evidence from the Indian Experience. Oxford University Press, Delhi.
    Nitin Kumar Tripathi, C. Venkobachar, Ramesh Kumar Singh, Shiv Pal Singh, Monitoring the pollution of river Ganga by tanneries using the multiband ground truth radiometer,  ISPRS Journal of Photogrammetry & Remote Sensing 53 (1998) 204–216
    NWDA. (National Water Development Agency), 1981. Mahanadi master plan-water balance studies. National Water Development Agency, New Delhi, 150pp.
    Pandey S, Parvez S, Sayeed I, Haque R, Bin-Hafeez B, Raisuddin S. Biomarkers of oxidative stress: a comparative study of river Yamuna fish Wallago attu (Bl. & Schn). Sci Total Environ2003;309:105–15.
    Pargal, S., Mani, M., Huq, M., 1997a. Inspections and emissions in India: puzzling survey evidence on industrial water pollution. PRD Working Paper 1810, Development Research Group. World Bank, Washington DC. August.
    Pargal, S., Wheeler, D., 1996. Informal regulation of industrial pollution in developing countries: evidence from Indonesia. Journal of Political Economy 104 (6), 1314–1327.
    Pratap B. Singh and Vandana Singh, Pesticide bioaccumulation and plasma sex steroids in fishes during breeding phase from north India, Environmental Toxicology and Pharmacology, Elsevier publication, Article in press (2008)
    Public Account Committee, 622nd reports, Thirteenth Loksabha (2003-2004)  Ganga Action Plan, Ministry of Environment and Forest.
    Shaman D. (1996) "India's Pollution Regulatory Structure and Background" Policy Research Department, Background Paper. The World Bank.
    Stallard, R.F. and Edmond, J.M., 1983. Geochemistry of the Amazon. 2. The influence of geology and weathering environment on the dissolved load. J. Geophys. Res., 88: 9671-9688.
    Sterner, T., 2002. The Selection and Design of Policy Instruments: Applications to Environmental Protection and Natural Resource Management, Resources for Future and the World Bank.
    Sterner, T., 2002. The Selection and Design of Policy Instruments: Applications to  nvironmental Protection and Natural Resource Management, Resources for Future and the World Bank.
    Tietenberg, T., 1998. Disclosure strategies for pollution control. Environmental and Resource Economics 11, 587–602.
    Times of India, New Delhi Friday, February 22, 2008.
    Unmesh Chandra Panda,  Sanjay Kumar Sundaray , Prasant Rath , Binod Bihari Nayak, Dinabandhu Bhatta Application of factor and cluster analysis for characterization of river and estuarine water systems – A case study: Mahanadi River (India) Journal of Hydrology (2006) 331, 434– 445
    Vinish Kathuria, Informal regulation of pollution in a developing country: Evidence from India, Ecological Economics 63 (2007) 403-417
    Wheeler, D., et al., 2000. Greening Industry: New Roles for Communities, Markets and Governments, World Bank Policy Research Report. Oxford University Press, New York.

    Central Water Commission, India
    Ministry of Water Resources, Government of India
    Water Related Statistics
    Central Pollution Control Board, Ministry of Environment and Forests, Government of India

The pH should be adjusted to near 7.0 - 7.2 before adding the alum

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 Alum has been used for drinking water treatment since 500 BC. It not only settles certain hazardous chemicals and suspended solids but also bacterial colonies. The use of alum to remove suspended solids first occurred in Egypt. During 13th to 15th centuries B.C. Egyptians developed spectacular sedimentation apparatus which used alum for drinking water treatment. Naturally occurring alum was first recognized in the deserts of Egypt.
Alum is the name used for aluminum sulfate, chemical formula Al2(SO4)3. It is also known as soda alum, filter alum, concentrated alum, pearl alum, pickle alum, cake alum, papermaker's alum and patent alum. Alum's main function is to clarify or floc the pool water. when alum is broadcast into the water (not added to the skimmer of a sand filter as a filter aid) with a pH near 7.0, it forms a gel-like precipitate that bridges or sticks together. The precipitate is aluminium hydroxide, chemical formula Al(OH)3.
The alum precipitate then forms small bundles (called flocs) that trap suspended particles as they fall through the water. This bridging process is known as flocculation. It creates a large amount of sediment on the bottom of the pool made up of both the dirt (suspended particles) and the gel-like alum precipitate. The sediment is then usually vacuumed to waste rather than filtered out because the amount of sediment is more than most filters can handle. The secret to using alum as a floc is to adjust the pH of the water to near 7.0. For alum to work properly, the pH must be adjusted to 7.0.When alum is used as a sand filter aid, the alum initially plugs up some of the "holes" between the sand particles in the filter. If the pH has been adjusted to near 7.0, the alum then begins to form that same gel-like material that can trap dirt particles on their way through the filter. This effectively makes the filter remove smaller particles than it normally is
capable of removing. The big question is whether to use alum or not. This is not an easy question. Liquid, organic polymer water clarifiers are far better, faster and a lot less of a hassle to use than alum. If the purpose is to clarify cloudy or hazy water, it is better to recommend using a water clarifier than alum. If the water is really dirty -- like if you can only see down into the water an inch or two -- then a one-time dose of alum may be better than multiple doses of a water clarifier. If the purpose is to make a sand filter more efficient, then alum may be a better choice. The last reason is that alum has been around for a very long time and some customers like using alum instead of the "new-fangled" polymers. Using Alum as a Water Clarifier or as a Flocculant For alum to work properly as a water clarifier (not a sand filter aid), the pH of the water needs to be near 7.0. At a pH near 8.0, the floc is unstable and begins to come apart. If the pH is below 6.5, the alum can dissolve in the water making it
worthless. The pH should be adjusted to near 7.0 - 7.2 before adding the alum. Estimates vary on how much alum to use for water clarification. The reason is that the amount needed is dependent upon how much dirt and suspended particles are in the water. A consensus is between 4 and 8 pounds per 10,000 gallons of
water. the amount can then be mixed up in a bucket of water, made into a slurry and added around the perimeter of the pool or
dry alum can be broadcast directly into the water. After the pool water has circulated for 4 hours or when the pressure
gauge on the filter reaches the manufacturers maximum, turn the circulation equipment off. The settling out of the floc will
occur during the next 6 to 12 hours. Once the floc has settled to the bottom, it should be vacuumed to waste. Be careful not
to stir up or disturb the alum floc on the pool bottom. The pool water lost due to vacuuming should be replaced and the
Total Alkalinity and pH should be readjusted to their proper levels.
Using Alum as a Sand Filter Aid When alum is used as a sand filter aid, the pH of the pool water should be adjusted to 7.0 to 7.2. Then, with the circulation system on, 1 pound of alum for each square foot of filter area should be added through the skimmer. The dosage may be added dry or as a slurry. The square footage of the filter is usually inscribed on the filter manufacturer's label on the filter.The filter pressure gauge should be watched closely. If the pressure exceeds the manufacturer's recommended maximum, the filter should be backwashed. Extremely dirty water and high doses of alum create large amounts of floc and sediment. It may be necessary to backwash the filter a few times to remove all the material. It may also be necessary to vacuum the pool to get some of the smaller floc that may have passed through the filter. The Total Alkalinity and pH should be readjusted to their proper levels.

Alum - ( Ferric, Non Ferric)

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Alum - ( Ferric, Non Ferric)

Alum - ( Ferric, Non Ferric)



ALUM - (Ferric and Non Ferric) : is a Water Treatment Chemical used in industries for flocculation of Impurities in Waste Water. and drinking water respectively.

Product Description
Product Specification
1)Alum - Ferric Grade - I
(Solid) Al2O3: 15-16%

(Liquid) Al2O3: 7-8%
2)Alum ( Non Ferric- Ammonia Alum)(Solid) Al2O3: 13%.

(Powder) Al2O3: 13%, Moisture:15%
 Packing(Alum - Ferric Grade - I) : Solid : 20 Kg Bricks / Loose
                                                        Liquid :60 Kg Can
Packing: Alum ( Non Ferric- Ammonia Alum)-50kg Bag



Applications:
-Alums are useful for a range of industrial processes. They are soluble in soluble; react Acid to litmus; and crystallize in regular octahedral.
-Alum is used to clarify water by neutralizing the electrical double layer surrounding very fine suspended particles, allowing them to flocculate (stick together). After flocculation, the particles will be large enough to settle and can be removed.
-Alum may be used to increase the viscosity of a ceramic glaze suspensions; this makes the glaze more readily adherent and slows its rate of sedimentation.
-Alum is an ingredient in some recipes for homemade modeling compounds intended for use by children.

-Non-Ferric Ammonia Alum is used in Drinking water treatments for flocculation of solid particles from Drinking water. .

Whatman(R) Filter Papers

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Whatman(R) Filter Papers



Quantitative Filter Papers-Ashless less than 0.010% ash; 4.25 cm, dia; pore size, 20-25µ; 100/box (box of 100) The industry standard for high-purity filtration   Available in a variety of grades and sizes  Quantitative filter papers are the choice for gravimetric analysis. High purity hardened filters have a high wet-strength and are chemical-resistant to handle vacuum filtration or acid/alkali solutions.
 Qualitative filter papers are used for liquid clarifications, analytical separations, or air and water analysis.
 Glass microfiber filter papers are made entirely of borosilicate glass and contain no binders. See our water pollution test papers below. Use up to 550°C (1022°F).
 Prepleated filter papers save you the trouble of folding papers. Papers have more filter surface area for faster filtrations.
Our Whatman filter papers offer you flexibility in filter choice without sacrificing quality. All filters are packaged 100 to a box.
Specifications
Type Whatman 41
Pore size 20-25 µm
Diameter 4.25 cm
Applications Rapid filtration of coarse and gelatinous presipitates
Quantity 100/box


Specifications for Whatman Grade No. 42 Quantitative Filter Paper, Ashless, Whatman 1442-055 :

Diameter, cm: 5.5
Whatman No.: 1442-055
Unit: Pack of 100
Porosity:  Fine
Flow Rate:  Slow
Particle Retention:  2.5 µm
Whatman Grade No. 42 Quantitative Filter Paper, Ashless, Whatman 1442-055

Glass Microfiber Binder Free

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Grade GF/A: 1.6 µm
Offers fine particle retention and high flow rate, as well as good loading capacity. Used for high-efficiency general purpose laboratory filtration, including water pollution monitoring of effluents, for filtration of water, algae and bacteria cultures, foodstuff analyses, protein filtration and radioimmunoassay of weak ß emitters. Recommended for gravimetric determination of airborne particulates, stack sampling and absorption methods of air pollution monitoring.

This filter is also available in the FilterCup and Disposable Filter Funnel formats.

Grade GF/B: 1.0 µm
Three times thicker than GF/A with higher wet strength and significantly increased loading capacity. Combines fine particle retention with good flow rate. Particularly useful where liquid clarification or solids quantification is required for heavily loaded fine particulate suspensions. Can be used as a finely retentive membrane prefilter. Used in LSC techniques where high loading capacity is required.

Grade GF/C: 1.2 µm
Combines fine particle retention with good flow rate. The standard filter in many parts of the world for the collection of suspended solids in potable water and natural and industrial wastes.

Fast and efficient clarification of aqueous liquids containing low to medium levels of fine particulates. Widely used for cell harvesting, liquid scintillation counting and binding assays where more loading capacity is required.

This filter is available in the FilterCup format.

Grade GF/D: 2.7 µm
Considerably faster in flow rate and overall filtration speed than cellulose filter papers of similar particle retention. The filter is thick and consequently exhibits a high loading capacity. Designed as a membrane prefilter and available in sizes to fit most holders. GF/D will provide good protection for finely retentive membranes. Can be used in combination with GF/B to provide very efficient graded prefilter protection for membranes.

Grade GF/F: 0.7 µm
This high-efficiency filter will retain fine particles down to 0.7 µm. Unlike membrane filters with a comparable retention value, it has a very rapid flow rate and an extremely high loading capacity.

Because of the tight specification of 0.6 µm - 0.8 µm particle retention and pure borosilicate glass structure, GF/F is the material upon which the EPA Method TCLP 1311 for Toxicity Characteristic Leaching Procedure was developed. It remains today the filter of choice.

Recommended for DNA binding and purification. Very effective in filtering finely precipitated proteins, GF/F can be used in conjunction with GF/D as a prefilter for the successful clarification of extremely ‘difficult’ biochemical solutions and fluids, and nucleic acids.

This filter is available in the FilterCup and Disposable Filter Funnel format.

Grade 934-AH: 1.5 µm
The fine particle retention of this popular grade is superior for its high retention efficiency at high flow rates and its high loading capacity. This is a smooth surface, high-retention borosilicate glass microfiber filter which withstands temperatures over 500°C. Used for determining total suspended solids in water, removal of turbidity, and filtration of bacterial cultures. Grade 934-AH is used for a wide range of laboratory applications. It is recommended for water pollution monitoring, cell harvesting, liquid scintillation counting, and air pollution monitoring.

Quartz Filter – Grade QM-A: 2.2 µm
High-purity quartz (SiO2) microfiber filters are used for air sampling in acidic gases, stacks, flues and aerosols, particularly at high temperatures up to 500°C and in PM-10 testing. Due to the low level of alkaline earth metals, ‘artifact’ products of sulfates and nitrates (from SO2 and NO2) are virtually eliminated. QM-A, sequentially numbered according to EPA standards, is suitable for most applications. Please refer to the Air Sampling Filter/Quartz Filters section for ordering information.

Grade EPM 2000: 2.0 µm
EPM 2000 has been developed especially for use in high volume air sampling equipment that collects atmospheric particulates and aerosols. It is manufactured from 100% pure borosilicate glass of special purity enabling detailed chemical analysis of trace pollutants to take place with the minimum of interference or background.  See Air Sampling Filter/Quartz Filters section for ordering details.

Grade GMF 150: 1 µm or 2 µm
The Whatman GMF 150 is a multilayer glass microfiber filter with a coarse top layer (10 µm) and meshed with a finer layer of 1 µm or 2 µm. Manufactured from 100% borosilicate glass microfiber, the filter is binder free. It is an excellent prefilter for higher particulate loading capacity with faster flow rates. See GMF 150 section for ordering information.


Typical Properties - Binder-Free Glass Microfiber Grades
Grade     Description     Particle
retention
in liquid (µm)     Filtration
speed
herzberg (s)     Air flow
(s/100
ml/in²)     Typical
thickness
(µm)     Basis
weight
(g/m²)
GF/A     Fast, high loading     1.6*     62     4.3     260     53
GF/B     Medium to fast, very high loading     1.0*     195     12     675     143
GF/C     Medium to fast, high loading     1.2*     100     6.7     260     53
GF/D     Fast, very high loading     2.7     41     2.2     675     121
GF/F     Medium, high loading     0.7*     325     19     420     75
934-AH     Fast, high loading     1.5*     47     3.7     435     64
QM-A     Quartz     2.2*     -     6.4     450     85
EPM 2000     Used in PM-10 air monitoring     2.0*     -     4.7     450     85
GMF150 - 1 µm     Multilayer     1.2*     -     3.1     730     139
GMF150 - 2 µm     Multilayer     2.4*     -     1.5     750     149
*Particle retention rating at 98% efficiency


Ordering Information - Glass Microfiber Binder Free
Catalog Number     Description

Grade GF/A
1820-8013     Grade GF/A circles, 13 mm, 100/pk
1820-021     Grade GF/A circles, 21 mm, 100/pk
1820-024     Grade GF/A circles, 24 mm, 100/pk
1820-025     Grade GF/A circles, 25 mm, 100/pk
1820-030     Grade GF/A circles, 30 mm, 100/pk
1820-037     Grade GF/A circles, 37 mm, 100/pk
1820-042     Grade GF/A circles, 42.5 mm, 100/pk
1820-047     Grade GF/A circles, 47 mm, 100/pk
1820-050     Grade GF/A circles, 50 mm, 100/pk
1820-055     Grade GF/A circles, 55 mm, 100/pk
1820-060     Grade GF/A circles, 60 mm, 100/pk
1820-061     Grade GF/A circles, 60 mm with reinforced rim, 50/pk
1820-070     Grade GF/A circles, 70 mm, 100/pk
1820-6537     Grade GF/A circles, 81 mm, 100pk
1820-090     Grade GF/A circles, 90 mm, 100/pk
1820-110     Grade GF/A circles, 110 mm, 100/pk
1820-125     Grade GF/A circles, 125 mm, 100/pk
1820-150     Grade GF/A circles, 150 mm, 100/pk
1820-240     Grade GF/A circles, 240 mm, 100/pk
1820-866     Grade GF/A sheets, 8 x 10 inches, 100/pk
1820-915     Grade GF/A sheets, 460 x 570 mm, 25/pk
1600-820     Grade GF/A FilterCup, (requires FilterCup stem, catalog number 1600-900), 25/pk
1922-1820     Disposable Filter Funnel 25 ml, GF/A, 50/pk

Grade GF/B
1821-021     Grade GF/B circles, 21 mm, 100/pk
1821-024     Grade GF/B circles, 24 mm, 100/pk
1821-025     Grade GF/B circles, 25 mm, 100/pk
1821-037     Grade GF/B circles, 37 mm, 100/pk
1821-042     Grade GF/B circles, 42.5 mm, 100/pk
1821-047     Grade GF/B circles, 47 mm, 100/pk
1821-055     Grade GF/B circles, 55 mm, 100/pk
1821-070     Grade GF/B circles, 70 mm, 100/pk
1821-090     Grade GF/B circles, 90 mm, 25/pk
1821-110     Grade GF/B circles, 110 mm, 25/pk
1821-125     Grade GF/B circles, 125 mm, 25/pk
1821-150     Grade GF/B circles, 150 mm, 25/pk
1821-185     Grade GF/B circles, 185 mm, 25/pk
1821-914     Grade GF/B sheets, 460 x 570 mm, 5/pk
1821-915     Grade GF/B sheets, 460 x 570 mm, 25/pk

Grade GF/C
1822-021     Grade GF/C circles, 21 mm, 100/pk
1822-024     Grade GF/C circles, 24 mm, 100/pk
1822-025     Grade GF/C circles, 25 mm, 100/pk
1822-6580     Grade GF/C circles, 25 mm, 400/pk
1822-037     Grade GF/C circles, 37 mm, 100/pk
1822-042     Grade GF/C circles, 42.5 mm, 100/pk
1822-047     Grade GF/C circles, 47 mm, 100/pk
1822-050     Grade GF/C circles, 50 mm, 100/pk
1822-055     Grade GF/C circles, 55 mm, 100/pk
1822-070     Grade GF/C circles, 70 mm, 100/pk
1822-090     Grade GF/C circles, 90 mm, 100/pk
1822-100     Grade GF/C circles, 100 mm, 100/pk
1822-9916     Grade GF/C circles, 100 mm Individually bagged, 100/pk
1822-110     Grade GF/C circles, 110 mm, 100/pk
1822-125     Grade GF/C circles, 125 mm, 100/pk
1822-150     Grade GF/C circles, 150 mm, 100/pk
1822-849     Grade GF/C Sheets, 102 x 254 mm, 50/pk
1822-866     Grade GF/C sheets, 8 x 10 inch, 100/pk
1822-915     Grade GF/C sheets, 460 x 570 mm, 25/pk
1600-822     Grade GF/C FilterCup, (requires FilterCup stem, catalog number 1600-900), 25/pk
1922-1822     Disposable Filter Funnel 25 ml, GF/C, 50/pk

Grade GF/D
1823-007     Grade GF/D circles, 7 mm, 100/pk
1823-010     Grade GF/D circles, 10 mm, 100/pk
1823-021     Grade GF/D circles, 21 mm, 100/pk
1823-024     Grade GF/D circles, 24 mm, 100/pk
1823-025     Grade GF/D circles, 25 mm, 100/pk
1823-035     Grade GF/D circles, 35 mm, 100/pk
1823-042     Grade GF/D circles, 42.5 mm, 100/pk
1823-047     Grade GF/D circles, 47 mm, 100/pk
1823-055     Grade GF/D circles, 55 mm, 100/pk
1823-070     Grade GF/D circles, 70 mm, 100/pk
1823-090     Grade GF/D circles, 90 mm, 25/pk
1823-110     Grade GF/D circles, 110 mm, 25/pk
1823-125     Grade GF/D circles, 125 mm, 25/pk
1823-142     Grade GF/D circles, 142 mm, 25/pk
1823-150     Grade GF/D circles, 150 mm, 25/pk
1823-257     Grade GF/D circles, 257 mm, 25/pk
1823-915     Grade GF/D sheets, 460 x 570 mm, 25/pk

Grade GF/F
1825-021     Grade GF/F circles, 21 mm, 100/pk
1825-024     Grade GF/F circles, 24 mm, 100/pk
1825-025     Grade GF/F circles, 25 mm, 100/pk
1825-037     Grade GF/F circles, 37 mm, 100/pk
1825-042     Grade GF/F circles, 42.5 mm, 100/pk
1825-047     Grade GF/F circles, 47 mm, 100/pk
1825-055     Grade GF/F circles, 55 mm, 100/pk
1825-070     Grade GF/F circles, 70 mm, 100/pk
1825-090     Grade GF/F circles, 90 mm, 25/pk
1825-110     Grade GF/F circles, 110 mm, 25/pk
1825-125     Grade GF/F circles, 125 mm, 25/pk
1825-142     Grade GF/F circles, 142 mm, 25/pk
1825-150     Grade GF/F circles, 150 mm, 25/pk
1825-257     Grade GF/F circles, 257 mm, 25/pk
1825-293     Grade GF/F circles, 293 mm, 25/pk
1825-915     Grade GF/F sheets, 460 x 570 mm, 25/pk
1600-825     Grade GF/F FilterCup, (requires FilterCup stem, catalog number 1600-900), 25/pk

Grade 934-AH
1827-021     Grade 934-AH circles, 21 mm, 100//pk
1827-024     Grade 934-AH circles, 24 mm, 100/pk
1827-025     Grade 934-AH circles, 25 mm, 100/pk
1827-028     Grade 934-AH circles, 28 mm, 100/pk
1827-030     Grade 934-AH circles, 30 mm, 100/pk
1827-032     Grade 934-AH circles, 32 mm, 100/pk
1827-035     Grade 934-AH circles, 35 mm, 100/pk
1827-037     Grade 934-AH circles, 37 mm, 100/pk
1827-042     Grade 934-AH circles, 42.5 mm, 100/pk
1827-047     Grade 934-AH circles, 47 mm, 100/pk
1827-055     Grade 934-AH circles, 55 mm, 100/pk
1827-070     Grade 934-AH circles, 70 mm, 100/pk
1827-082     Grade 934-AH circles, 82 mm, 100/pk
1827-085     Grade 934-AH circles, 85 mm, 100/pk
1827-090     Grade 934-AH circles, 90 mm, 100/pk
1827-105     Grade 934-AH circles, 105 mm, 100/pk
1827-110     Grade 934-AH circles, 110 mm, 100/pk
1827-125     Grade 934-AH circles, 125 mm, 100/pk
1827-150     Grade 934-AH circles, 150 mm, 100/pk
1827-185     Grade 934-AH circles, 185 mm, 100/pk
1827-240     Grade 934-AH circles, 240 mm, 100/pk
1827-320     Grade 934-AH circles, 320 mm, 100/pk
1827-808     Grade 934-AH sheets, 2 x 12 inches, 100/pk
1827-866     Grade 934-AH sheets, 8 x 10 inches, 100/pk
1827-889     Grade 934-AH sheets, 12 x 15 inches, 100/pk
1827-957     Grade 934-AH sheets, 19 x 28 inches, 100/pk

FilterCup Stem
1600-900     FilterCup stem, 1/pk
  
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PLANT TURNAROUND

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 PLANT TURNAROUND

Owners of commercial facilities, manufacturing processes, and industrial plants recognize that maintenance of their equipment assets is a reality. Most inspection, repair, replacement, alteration, and minor maintenance work can be done while the plant is in operation or �on line.� However, there will come a time when a plant has to undergo a scheduled process outage for the major maintenance work. This outage is referred to as a �plant shutdown.�

The management of a plant shutdown is known as the �plant turnaround.� The plant turnaround procedure is a continuous process from one major scheduled maintenance outage to the next. It starts well before the plant is taken off-line and continues for a period of time after the scheduled major maintenance work has been completed. The plant shutdown is part of the plant turnaround procedure called the �execution phase.�

Plant shutdowns for scheduled major maintenance work are the most expensive and time-consuming of maintenance projects because of the loss of production and the expense of the turnaround itself. They can be complex; and as the complexity increases, they become more costly and difficult to manage. A plant shutdown always has a negative financial impact. This negative impact is due to both loss of production revenue and a major cash outlay for the plant turnaround and shutdown expenses. The positive side is not as obvious; therefore, it is often over looked. The positive impacts are an increase in equipment asset reliability, continued production integrity, and a reduction in the risk of unscheduled outages or catastrophic failure.

A major scheduled plant shutdown is of short duration and high intensity. It can consume an equivalent cost of a yearly maintenance budget in four to five weeks. It also requires the greatest percentage of the yearly process outage days. As the plant shutdown is the major component of plant downtime and maintenance costs, proper plant turnaround management will have a significant impact on the bottom line.

Owners or senior management teams trade off the economic balance of a plant�s process integrity and equipment asset reliability against the business plan budget and overall process outage days.

Business plan budgets and process outage schedules are estimates predicted long before detailed estimates are derived from the maintenance work packages and plant turnaround support plans. To have realistic estimates, it is imperative that several conditions be recognized and accepted by the owner or senior management team.

Without scheduled maintenance outages, equipment will fail, and an unscheduled outage is up to ten times more expensive than a scheduled outage. The cost is much higher again if the outage is due to a catastrophic failure.

A business plan that has developed a formal plant turnaround management process and procedure, which supports a plant turnaround management philosophy and long-term strategy, will produce a higher level of business plan budget and schedule accuracy. (See Figure 1.1)
The planning, organizing, execution, and closeout phases of the plant turnaround procedure are important in predicting and maintaining the business plan
budget and schedule.

Equipment archives and current knowledge of the plant equipment asset conditions are major keys for developing the plant turnaround business plan strategy. Maintaining these knowledge systems has a positive cost impact on the plant turnaround that exceeds their combined day-to-day costs.

Many people manage plant turnarounds, but few understand the practice of plant turnaround management. This manual will explain the plant turnaround process and show how the turnaround team, by using this process as a guide, can develop a practical plant turnaround procedure specific to its needs. The core group�s areas of responsibility are defined, and the manual discusses how this core group can be more effective with its interrelationships. An explanation is given of how to reduce the stress and chaos that are normally associated with transition points and common pitfalls in this highly intense environment.

Plant Turnaround Philosophy
The development of a plant turnaround philosophy is formal recognition of the plant turnaround�s impact on the corporate business plan. Once formally recognized, the philosophy can be integrated with the corporate vision and mission statements as part of the overall corporate philosophy. The recognition of plant turnarounds is the first step in maximizing the benefits and reducing the costs when taking the plant off-line for a major scheduled outage.
Philosophies do not have to be complicated and can be applied to all types and sizes of facilities, such as single boiler units with simple piping systems found in apartment buildings and hospitals; batch or continuous manufacturing and assembly plants; and major industrial process facilities.
The philosophy should be clear and concise with a descriptor of both plant turnaround management and plant shutdown. Different groups interpret the definition of a plant shutdown in their own ways. Operations may consider the plant shutdown to be �feed in to feed out�; marketing will look at the �loss of salable product� days; and maintenance usually quotes in �mechanical days.�

The owner or senior management team now turns the philosophy into action by developing the plant turnaround management process.

Plant Turnaround Management Process
The plant turnaround management process document supports the turnaround philosophy, and is considered the fundamental building block for initiating and completing a plant turnaround. As a standard, it provides consistency from plant turnaround to plant turnaround. The process defines a framework that is not restricted to major scheduled plant outages. In an abbreviated form, it can also be used for any short, partial, or rolling scheduled plant outages.

The owner or senior management team develops the management process document. The document sets out the policies, procedures, and guidelines for developing and implementing an effective plant turnaround.

Each plant under the care and control of the owner will need a plant turnaround management process document tailored to its specific needs. These needs include the type of plant, the geographical location, the size of the plant, and the general complexity of the expected plant outage. The document is dynamic and should be reviewed at the end of each plant turnaround to ensure that it is consistent with the needs of the facility.

The framework of the document should address several key issues. To optimize plant run time and avoid major unscheduled outages, a long-term plant turnaround frequency strategy should be developed. The framework will recognize that the plant turnaround procedure has five fundamental phases: strategic planning, detailed planning, organizing, execution, and closeout. The plant turnaround procedure is a continuous process, and the turnaround team (manager) position and responsibilities needs to overlap from turnaround to turnaround. As plant turnarounds overlap, there needs to be a commitment to a continuous budget and a standardized cost control structure. With the time between plant process outages lengthening due to increased process and equipment asset reliability, personnel will need training to refresh or upgrade their roles and responsibilities skill sets.

The turnaround team should represent all areas of responsibility: administration, operations, engineering, maintenance; health, safety, and environment (HSE); quality assurance (QA); procurement, planning, and scheduling; and turnaround supervision (: Areas of Responsibility). As the organizational chart

Milestone - Plant Turnaround Management Process
increases in complexity, it is normal to contract out to third-party consultants and contractors to supplement the company�s internal resources. This organizational chart expansion, which is for the facilitation of the owner�s responsibilities and the management of the plant turnaround, requires a corporate commitment to train all personnel in the owner�s plant turnaround procedures, goals, and objectives.

The turnaround management process lends itself to the standardization of a checklist known as a
�master milestone schedule (MMS).� The MMS, uses activities and time periods to guide the turnaround team through the plant turnaround procedure�s five phases. The milestones should include, but are not limited to, the selection of the next turnaround manager; the turnover meeting from the past to the present turnaround team; the initial budget cost estimate, the work breakdown structure; the cost control structure; the organizational break-down structure; the work list cut-off date; the completion of the work packages; support plans completed; and the finalized schedule, detailed cost estimate, and plant shutdown dates. After the plant shutdown, the milestones should include an evaluation of the plant shutdown, completion of reports, documents, drawing updates, the post mortem or debriefing meeting, and the turnaround summary report. (See Figure 1.2.). The cycle begins again with the selection of the next turnaround manager.

Milestones allow the rate of progress to be measured against expectations. If the milestone expectations are not being met, additional resources can be allocated. These milestone periods can be reviewed for adequacy and presented at the post mortem meeting during the closeout phase. This will give feedback to the owner or senior management team as to the time and resources required for future planning and organizing of other major scheduled plant outages.
Milestone - Plant Turnaround Management Process
Milestone
Phase
Origin
Area of Responsibility
Time to Plant
Shutdown Date
Selection of T/A manager
1
Process
Owner
 
Turnover meeting
1
Process
Outgoing T/A Manager
 
Initial cost estimate
1
Process
T/A Team
 
Work breakdown structure
1
Process
T/A Manager
 
Cost Control Structure
1
Process
Administration
 
Organizational Breakdown Structure
1
Process
T/A Team
 
Work list cut-off date
2
Process
T/A Team
 
Support plans complete
2
Process
Support plan rep
 
Work Package complete
2
Process
Planning
 
Master Execution Sched complete
3
Process
Scheduling
 
Detailed cost estimate
3
Process
T/A Manager
 
Procurement of materials
3
Process
Procurement
 
Procurement of machinery
3
Process
Procurement
 
T/A Readiness Review Audit
3
Process
T/A Team
 
Plant feed-out
4
Process
Operations
0 months
Plant feed-in
4
Process
Operations
 
Reports & documents complete
5
Process
T/A Team
 
Evaluate plant turnaround
5
Process
T/A Team
 
Postmortem meeting
5
Process
T/A Manager
 
T/A Summary report
5
Process
T/A Manager
 
Fig 1.2 - An example of the milestones used for each turnaround and included in the MMS.
 

Most owners do not allow enough time or resources in the strategic and detailed planning phases to plan properly for the execution phase. This is reflected by the variances between the budget and schedule estimates in the business plan, and the actual cost and schedule duration of the execution phase.

A major scheduled outage is an opportunity to make significant design changes in piping, equipment, buildings, and structures; and to update critical job procedures. If a Management of Change (MOC) process in is not in place, the owner should takes the steps to develop one. This process will control and justify any significant changes and therefore the turnaround costs. In order to capture these changes, there must be a process to justify and record them. The initiation of the MOC process begins before implementation, to allow for interdepartmental review and input, including senior management review and authorization. For future reference, a copy of the MOC should be included in the hard files of the asset that has been changed. Replacement-in-kind or routine job procedure updates, normally, do not require an MOC.

The completion of one plant turnaround is the start of the next. The owner should identify the next turnaround manager before the closeout phase of the previous turnaround. This gives the incoming turnaround manager an opportunity to carry on the work of the previous team, and to participate in the review of the inefficiencies and excellences during the post mortem meeting. The justification is that the next plant turnaround work list begins the day the operations group has the plant back on line.
For smaller plants, the position of turnaround manager may carry over from turnaround to turnaround. Nevertheless, the company organization should identify the next plant turnaround manager and the responsibilities of the position. It should also make it clear that this person is now the focal point for collecting the next major scheduled outage maintenance work list items.

To maintain the consistency of cost control and reporting, the plant turnaround management process document should provide an accounting or cost-control structure framework compatible with the corporate accounting system. Within this framework should be an interpretation of a capital cost versus a maintenance cost, and a work package direct cost and an indirect or support cost. This will provide comparison consistency from turnaround to turnaround and business plan to business plan.

With the fundamental building block of the plant turnaround management process document in place, the next step is to prepare a long-term strategy for impending plant shutdowns.
Plant Shutdown Long-term Strategy

The owner or senior management team�s first task is to determine when to schedule the next major plant shutdown. To answer this question requires input from Marketing & Sales, Accounting, Maintenance, Engineering, Operations, and QA. This information is analyzed and incorporated into the business plan, and provides the long-range strategic planning base. Long-range strategic planning should attempt to forecast maintenance requirements a minimum of 10 to 15 years in the future, with the plant half-life being achievable. It is important to remember that the plant turnaround procedure is a continuous process for the next plant shutdown.

Plant shutdowns have a major impact on the business; therefore, the best strategy is to try to avoid them. This is a risk-based decision-making assessment and must be made from current and reliable information on the condition of the operating system and equipment assets. In reality, it is not possible to avoid a major scheduled outage, but it may be possible to lengthen the run time between outages, thereby reducing their frequency. 
Reducing the frequency of major scheduled outages will be popular with the Operations group, but it is bound to bring resistance from Engineering, Maintenance, and QA groups who may be in the habit of having annual or regularly spaced plant shutdowns. The information supplied by the plant Engineering, Maintenance, and QA groups is fundamentally important to the determination of when to schedule the next major plant shutdown.

Determining the frequency requires a review of the Non-destructive Examination (NDE) comparison report findings and the regular preventative maintenance inspection programs; and a risk assessment of the process system and consideration of influences outside of the plant. Major plant outage frequency is then based on confirmed knowledge rather than past practices.

It is possible, using today�s NDE techniques, to inspect the condition of pressure envelope and electrical and mechanical assets, including piping systems for erosion, corrosion, and thermal degradation, while the plant is in operation. With the owner or senior management team supporting a continuous NDE program and historical archive system, comparison of the NDE reports will provide rates of erosion, corrosion, and thermal degradation. Using Code and Engineering Design allowances and analysis of these rates will indicate when repair or replacement in kind of the equipment assets is required.

Process conditions such as internal fouling and catalyst life may require the plant to be shut down. A risk assessment of acceptable minimum flow rates and product specification will determine when the plant is required to come off-line to correct these conditions. These process conditions are known as process maintenance bottlenecks, as opposed to bottlenecks due to original equipment design.

The owner must address outside influences when considering the timing of the next major scheduled outage. Warranty, insurance, government regulatory requirements, time of year, availability of work execution and support resources, feedstock, and market conditions may influence the timing of the plant shutdown.

When supplying equipment assets, Original Equipment Manufacturers (OEM) are asked to guarantee warranty periods, and in turn the OEM may request a level of day-to-day maintenance and frequency of major scheduled outages to maintain the warranty. After the warranty period has expired, regular external NDE inspection and historical maintenance archives will help determine the best time for the scheduled major maintenance overhaul. This may differ from the warranty requirements, as dictated by the OEM at the time of original supply. The insurance policy may clause the frequency of maintenance and inspection.

Government regulations, administered by the local authorized inspector (AI), may stipulate an internal inspection frequency as a condition of maintaining the operating permit. These regulations are based on historical documentation, usually because of catastrophic failure. Through prudent inspection and analysis, owners may be able to have the inspection frequencies extended.

Other outside influences to be taken into consideration include the time of year, as outages scheduled in very cold and very hot weather are less efficient with increased safety risks. The availability of manpower, machinery, material, and contractor support may be at a premium due to construction or other major scheduled plant outages within the geographical area that the resources are drawn from. Owners should be aware of these circumstances and undertake a coordinated effort to schedule outages with as little interference as possible from plant to plant and industry to industry.

Included in the outside influences is feedstock to the plant. A shortage of feedstock requiring the plant to run at less than economic rates or to shut down altogether provides an opportunity for a major, short, or partial plant shutdown. A short plant shutdown may be to satisfy a regulatory requirement that if completed will extend the process run time before the next major plant shutdown is required. A partial plant shutdown may be used to eliminate a process fouling condition in one area of the plant.

Owners and senior management teams need to understand that only work requiring the plant to be shut down should be included in the turnaround work list, unless the work is deemed statistically or economically beneficial in extending the process run time. Open up or tear down an equipment asset only if the probability of finding a defect is greater that the probability of causing one. Major scheduled plant outages are highly intense, chaotic, and stressful. The plant shutdown is more effective and cost-efficient with a minimized work list.

Short duration or partial scheduled plant outages are an alternative to major scheduled outages. Short duration outages are less than 96 running hours of production at less than the minimum turndown rates. The short duration or partial scheduled outage is usually requested by Operations because of process efficiency below acceptable levels. Loss of process efficiency is gradual, and a plant that has implemented a plant turnaround procedure will create opportunities to complete work that was originally scheduled for the major mechanical outage. Reducing the frequency of major scheduled outages by using short duration or partial outages will help provide the justification for economic analysis of the asset that is causing the loss of production efficiency. The analysis may suggest the installation of an alternative asset with a greater run time or twinning of the asset. With twinned assets, they are taken off-line one at a time and serviced, with minimal disruption to the overall production process.

A formal long-range strategic plan will provide milestone targets for project and maintenance engineering to install future tie-ins; make major repairs and alterations; or replace or install major pieces of new equipment.
Timing of the next plant outage is critical to Marketing, Sales, and Accounting. When the plant is shut down, there may be a negative cash flow on the revenue side. To minimize the negative cash flow, the marketing department will be able to provide a general market projection so that the timing of the shutdown corresponds to a low market demand for the product. Low demand usually correlates with a softening in the product sales price. This is a good time to be off-line. Many industries have inventory holding capacities, and maintaining maximum production rates while the sales curve is sliding can be used to increase the product inventory. The reduced market demand and stockpiled inventory allow the plant to be off-line but still continuing to service customer needs from the owner�s inventory. For industries that do not or cannot hold inventory, such as producers of electricity, a supplemental alternative to supply customer needs may be required. These spot market alternate supplies should be at lower cost rates as per the market demands.

As part of the long-term strategic planning, the owner�s philosophy should include a personnel progression training system for the managing of plant turnarounds. Companies normally use internal personnel resources to prepare, coordinate, and manage their plants through a plant turnaround procedure. With major schedule outages being months apart, the skills learned from the previous outage may be forgotten or �rusty.� Also, from turnaround to turnaround, personnel usually progress up the ladder of turnaround management, seldom having the same role and responsibility as in the previous turnaround. If a long-term strategic training and progression program is developed, the personnel will benefit, with resulting economic and social benefits to the company and plant.

With a plant turnaround philosophy in place, a plant turnaround management process framework guide to follow, and the incoming plant turnaround manager identified, the next plant turnaround procedure can begin.
This material is excerpted from Practical Management for Plant Turnarounds and is used by permission from the author, John A. McLay. 

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