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Environment protection and Development need to be synergized

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Environment protection and Development need to be synergized
Prakash Javadekar
Shri Prakash Javadekar, Minister for Environment, Forests & Climate Change has said for balanced sustainable development it was extremely vital to bring about a synergy between the parameters of environment protection and development.  A synthesis of these objectives would enable achieving the mission of ‘Clean India Green India’.  At the same time, the new architecture and road map being outlined by the Ministry of Environment, Forests & Climate Change was taking into account the needs, requirements and contemporary trends of the issues being debated and discussed.  The Minister stated this while delivering his address at the 4th Foundation Day Celebrations of the National Green Tribunal here today. 
Elaborating further the Minister said that people’s participation was a prerequisite to address the challenges facing theenvironment. The need of the hour was also to understand issues in a proper perspective and provide practical solutions to problems.  The spirit of this principle needed to be applied across the board in order to ensure development balanced with environmental protection.  The policy initiatives being undertaken focused on timelines, transparency and accountability.  Monitoring processes were being put in place to ensure a comprehensive institutional mechanism to address the issues that required attention. 
Shri Javadekar also reiterated the role and relevance of the National Green Tribunal in the current context as it had provided an institutional mechanism and framework to address the needs and concerns pertaining to the environment.  During his address the Minister touched upon the recent initiatives undertaken by the Government.  Specific reference was made to the initiatives undertaken yesterday regarding the National Air Quality Index, the proposals initiated by the Government on Climate Change during the Budget, the measures pertaining to cleaning of the Ganga and the Himalayan protection initiative.
Secretary, Environment, Forests & Climate Change, Shri Ashok Lavasastated that the mechanism was being streamlined within the Ministry aimed at the preservation of nature and measures conducive to development.  The measures also aimed to harmonize the development.  The overall objective was the simplification of procedures. 
The Foundation Day was also addressed by Hon’ble Mr. Justice Ranjan Gogoi, Judge, Supreme Court of India and Hon’ble Mr. Justice Swatanter Kumar, Chairperson, National Green Tribunal.The function also witnessed the release of the second issue of NGT International Journal on Environment and the launch of new website of National Green Tribunal. 

CP/GV

Government raises natural gas price to $5.61/unit from $4.2/unit

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Government raises natural gas price to $5.61/unit from $4.2/unit





Higher gas prices will attract investment but quantum of rise is not going to hurt consumers, Jaitley told a news conference after PM Narendra Modi.
Higher gas prices will attract investment but quantum of rise is not going to hurt consumers, Jaitley told a news conference after PM Narendra Modi.

The Cabinet modified the Rangarajan formula approved by previous UPA government to bring down the increase in rates from USD 8.4 to USD 5.61, Finance Minister Arun Jaitley said.

The new formula will be effective November 1 and rates will be revised every six months with the next revision being on April 1.

For RIL's flagging D1&D3 gas fields in KG-D6 block where output should have been 80 mmscmd but is languishing at less than 8 mmscmd, the Cabinet decided the current rates will continue to apply.


Consumers will, however, pay the revised increased price but RIL will get only USD 4.2 with the difference being deposited in an escrow account.

RIL will get the higher rates if it is legally able to prove that it did not deliberately cut production and output fall was a result of geological reasons as it claims.

Higher gas prices would increase the expense of running power stations and fertilizer plants, raising infrastructure and food costs and accelerating the rate of inflation.

Every dollar increase in gas price will lead to a Rs 1,370 per tonne rise in urea production cost and a 45 paise per unit increase in electricity tariff (for just the 7 per cent of the nation's power generation capacity based on gas).

Also, there would be a minimum Rs 2.81 per kg increase in CNG price and a Rs 1.89 per standard cubic metre hike in piped cooking gas.
Gas price increase had been deferred on three occasions previously.

The previous UPA government had in June last year approved a price formula suggested by a panel headed by C Rangarajan and re-confirmed it in December 2013 with certain conditions for Reliance Industries' eastern offshore KG-D6 block.

The formula was to be implemented from April 1, 2014, when the tenure of USD 4.205 per million British thermal unit price fixed for KG-D6 gas was to expire, but before a rate could be notified, general elections were announced and Election Commission asked the then government to defer it till completion of polls.

On June 25, the new BJP-led government deferred it for a further three months to September-end saying the issue required "comprehensive consultations."
The revision was again deferred by 45 days on September 24 as the government seemed wary of taking an unpopular decision just before assembly election in crucial states of Maharashtra and Haryana.

The formula, which was notified on January 10, will more than double the current USD 4.2 per million British thermal units. The new gas price was to be applicable to both state-owned ONGC produced fuel as well as private sector RIL's gas.

The delay in gas prices had most affected Reliance Industries and state-owned Oil and Natural Gas Corp (ONGC).

Revision of Domestic Gas Prices

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abinet Committee on Economic Affairs (CCEA)18-October, 2014 20:29 IST
Revision of Domestic Gas Prices

The Cabinet Committee of Economic Affairs, chaired by the Prime Minister Shri Narendra Modi, today approved the new domestic gas pricing policy.
            The salient features of the new Gas Pricing Policy are follows: 
(i)         As per the formulation approved by the CCEA today, upward revision in gas prices will be approximately 75% less as compared to the price arrived at using Rangarajan formula.
(ii)        Approximately 80% of the additional revenue due to revision in gas price will go to the Government companies.
(iii)       Government will get additional revenue of approximately Rs. 3800 crore per annum on account of higher royalty, higher profit petroleum and higher taxes.
            After the new Government took over, a decision was taken to defer the Domestic Natural Gas Pricing Guidelines, 2014 and to get the matter re-examined.  For this purpose, a Committee which, included, Secretaries of the Ministries/Departments of Power, Expenditure and Fertilizer as Members with Additional Secretary, Ministry of Petroleum and Natural Gas as Member Secretary was appointed.
            The Committee has recommended an approach for gas price determination, which is based on the modification to the Rangarajan formula by:
(i)                Removal of both the Japanese and Indian LNG import components in the formula.
(ii)               Consideration of Alberta Gas Reference price in place of Henry Hub Prices for Canadian consumption.
(iii)             Consideration of Russian actual price in place of National Balancing Point price for the Russian consumption considered under Former Soviet Union (FSU) countries.
(iv)             Consideration of appropriate deductions on account of transportation and treatment charges, etc., for different hub prices.
(v)              The options of bi-annual and annual price revision instead of quarterly revision may be considered.
            The Committee also recommended applicability of the modified approach prospectively and to apply it uniformly to all sectors of the economy, along with prevailing gas allocation policy of the Government.  The Committee was of the view that the National Oil Companies (NOCs) may also get the same price as determined under the proposed dispensation, including the gas from the nomination fields.  In addition, the Committee also drew attention to the fact that although in India gas is historically being priced on National Calorific Value (NCV), the input prices being used in the Rangarajan formula are based on Gross Calorific Value (GCV). 
            The following has been approved by the CCEA:-
(i)     The gas price is proposed to be determined as per the formula given below
P = VHH PHH + VAC PAC + VNBP PNBP + VR PR
VHH + VAC + VNBP + VR
Where
(a)            VHH = Total annual volume of natural gas consumed in USA & Mexico.
(b)            VAC = Total annual volume of natural gas consumed in Canada.
(c)            VNBP = Total annual volume of natural gas consumed in EU and FSU, excluding Russia.
(d)            VR = Total annual volume of natural gas consumed in Russia.
(e)            PHH and PNBP are the annual average of daily prices at Henry Hub (HH) and National Balancing Point (NBP) less the transportation and treatment charges.
(f)              PAC and PR are the annual average of monthly prices at Alberta Hub and Russia  respectively less the transportation and treatment charges.

(ii)    The periodicity of price determination/notification shall be half yearly.  The price and volume data used for calculation of applicable price shall be the trailing four quarter data with one quarter lag.  The first price would be determined on the basis of price prevailing between 1st July, 2013 and 30th June, 2014.  This price would come into effect from 1st November, 2014 and would be valid till 31st March, 2015.  Thereafter, it would be revised for the period 1st April, 2015 to 30th September, 2015 on the basis of prices prevalent between 1st January, 2014 and 31st December, 2014, i.e., with the lag of a quarter and so on.  The prices would be announced 15 days in advance of the half year, for which it is applicable.
(iii)  The price so notified would be applied prospectively with effect from 1st November, 2014 and would be on GCV basis as input prices in the formula are on GCV basis.
(iv)  The revised gas price, so determined would be applicable to all gas produced from nomination fields given to ONGC and OIL India, NELP blocks, such Pre-NELP blocks where PSC provides for Government approval of gas prices and CBM blocks.  The following are the exceptions to which this policy would not apply:-
(a)   Small and isolated fields in nomination blocks, given their peculiar conditions, guidelines for pricing of gas were issued in 2013 would continue to apply.
(b)  Where prices have been fixed contractually for a certain period of time, till the end of such period. 
(c)   Where the PSC provides a specific formula for natural gas price indexation/fixation.
(d)  Such Pre-NELP blocks where Government approval has not been provided under the Production Sharing Contract (PSC).
(v)   The matter relating to cost recovery on account of shortfall in envisaged production from D1, D3 discoveries of Block KG-DWN-98-3 is under arbitration.  Hence the operator would be paid the earlier price of US $ 4.2/MMBTU till the shortfall quantity of gas is made good.  It is proposed that the difference between the revised price and the present price (US $ 4.2 per million BTU) would be credited to the gas pool account maintained by GAIL and whether the amount so collected is payable or not, to the contractors of this Block, would be dependent on the outcome of the award of pending arbitration and any attendant legal proceedings.
(vi)  For all discoveries after this decision, in Ultra Deep Water Areas, Deep Water Areas and High Pressure-High Temperature  areas, a premium would be given on the gas price to be determined as per the prescribed procedure. 
(vii)             In the NER region, the 40% subsidy would continue to be available for gas supplied by ONGC/OIL.  However, as private operators are also likely to start production of gas in NER, and would be operating in the same market, this subsidy should also be available to them to incentivize exploration and production.

*****
AK/SH/SK
1 SCM (Standard Cubic Meter)
= 1 cubic metre @ 1 atmosphere pressure and 15.56 ° C
1 Cubic Metre
= 35.31 Cubic feet
 
1 BCM(Billion Cubic Metre) / Year of gas (consumption or production)
= 2.74 MMSCMD
365 Days a Year
1 TCF (Trillion Cubic Feet) of Gas Reserve
= 3.88 MMSCMD
100% Recoverable for 20 years @ 365 days / Annum)
1 MMTPA of LNG
=3.60 MMSCMD
Mol.Weight of 18 @ 365 days/Annum)
1 MT of LNG
=1314 SCM
Mol.Weight of 18
Gross Calorific Value (GCV)
10000 Kcal/ SCM
 
Net Calorific Value (NCV)
90% of GCV
 
1 Million BTU (MMBTU)
= 25.2 SCM
@10000 Kcal/SCM; 1 MMBTU= 252,000 Kcal)
Specific Gravity of Gas
=0.62
Molecular Weight of Dry Air=28.964 gm/mole)
Density of Gas
=0.76 Kg/SCM
Mol.Weight of Gas 18 gm/mol
Gas required for 1 MW of Power generation
=4128 SCM per Day
@50% efficiency of Combined Cycle Operation; at a station heat rate of 860 Kcal/Kwh~ 1720 Kcal/Kwh@50% Thermal Efficiency)
Power Generation from 1 MMSCMD Gas
=242 MW
@50% efficiency of Combined Cycle Operation; at a station heat rate of 860 Kcal/Kwh~ 1720 Kcal/Kwh@50% Thermal Efficiency)

Policy framework for relaxations, extensions and clarifications at the development and production stage under psc regime for early monetization of hydrocarbon discoveries

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Policy framework for relaxations, extensions and clarifications at the development and production stage under psc regime for early monetization of hydrocarbon discoveries

The Cabinet Committee of Economic Affairs, chaired by the Prime Minister Shri Narendra Modi, today approved the proposal of Ministry of Petroleum and Natural Gas regarding “Policy Framework for Relaxations, Extensions and clarifications at the Development and Production stage under PSC regime for early Monetization of hydrocarbon discoveries”.  There is a reform initiatives which would help in monetization of some of the pending discoveries, lead to resolution of various long pending operational issues which are hampering E&P operations and create better climate for investment.  The salient features of this Reform Measure are as follows:-
(i)                 Extension of Appraisal period for submission of Declaration of Commerciality (DOC) in respect of Hydrocarbon discovery.
(ii)               Extension of time period for submission of Field Development Plan (FDP) after review of DOC by the Management Committee.
(iii)              Reduction in Minimum Work Program (MWP) in case a block or its part is not available for exploration activities consequent to denial of permission by Government Agencies.
(iv)             Swapping of 2D and 3D Seismic Minimum Work Programme, on the request of the operator.
(v)               In cases where the committed Minimum Work Programme of any particular exploration phase is not completed, entry into subsequent exploration phases, would be permitted after paying cost of unfinished MWP of previous phases.
(vi)             Condoning delays in submission of notice for entering into next phase.
(vii)            Condoning delays in submission of Annual Work Programme and Budget and the Appraisal work programme.
(viii)          Permission for drilling of Appraisal Wells after submission of DOC.
(ix)             Probing additional reservoirs during appraisal programme.
(x)               Acceptance of discoveries for which notification to the Government has not been made are also notification for testing has not been provided as prescribed.
These changes do not change the basic structure of the PSC and have been approved in the overall interest of the energy security of the country.
These proposals are expected to yield the following benefits:
·       Monetization of some of the discoveries which are struck because of expiry of timelines.  Some examples are enclosed.
·       Additional discoveries in the appraisal period.
·       Improvement in investment climate because of resolution of disputes between the contractors and the Government.
·       Enhancement of production of oil and gas from these blocks.
·       Preparation of a more robust FDP.

Examples of Discoveries which would be Monetized because of these Relaxations

1.      CB-ON-2 (GSPC); Tarapur-6; GSPC ; (Oil discovery); OIIP – 11.205 (in MMBBL).
2.      AA-ONN-2001/1 Khubal-4; ONGC; (Gas discovery); GIIP-35;(in BCM)
3.      KG-ONN-2003/1; Nagalanka-1Z; Cain India Limited; (Oil discoveries); OIIP – 41.21 (in MMBBL). Gas – 5.93 BCF
4.      KG-ONN-2003/1 Nagalanka-SE-1Z; Cairn India Limited; OIIP-195.09; (in MMBBL)
5.      CB-ONN-2000/1:SE-1:GSPC (Oil discovery); OIIP-2.11; (in MMBBL)
*****
AK/SH/SK

HAPPY DIWALI TO ALL

India’s air quality figures can't be trusted

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India’s air quality figures can't be trusted

Delhi is the most polluted city in the world, but it may actually be worse as faulty instruments, data fudging and lack of regulation allow industries to pollute with impunity

India is changing the way it maps pollution, with an update to its air quality index.. In its initial phase, eight pollutants will be tracked in 46 cities with populations exceeding a million people. After five years, the rest of the country will slowly be brought into the system.
At the launch, the minister for environment and forests, Prakash Javadekar, said it wouldn’t be “business as usual” anymore.
The move couldn’t have come a moment sooner.
Five months ago, World Health Organisation declared Delhi to be the worst polluted city on earth. In a study spanning 1,600 cities across 91 countries, the organisation used India’s own officially released data to show the city had the world’s highest annual average concentration of microscopic airborne particles known as PM2.5.
These extremely fine particles of less than 2.5 micrometres in diameter are linked with increased rates of chronic bronchitis, lung cancer and heart disease as they penetrate deep into the lungs and pass into the bloodstream. Delhi’s annual PM2.5 reading was 153 compared to London’s 16. Indian officials contested the study’s finding but agreed Delhi was as bad as Beijing, although the latter’s PM2.5 reading was only 56.

Faulty instruments

In fact, Delhi’s air quality may be even worse. The Economic Times reports that the central pollution control board compared some India-made PM2.5 samplers with international ones a couple of years ago. A manufacturer of samplers, Rakesh Agarwal of Envirotech, candidly said: “There was a 100% difference in readings.”
While some instruments leaked air from the sides, others evaluated a lower-than-stipulated volume of air. Agarwal explained the implications: “If I expect the air input to be 20 litres per minute, but get just 16 litres, my PM2.5 count will be lower.” If this is how PM2.5 is measured, Delhi’s PM2.5 score is likely to be worse.
The Economic Times notes while the Indian government hasn’t set standards for these instruments, it makes it mandatory for manufacturing companies to adhere to the US Environment Protection Agency (EPA) specifications. It doesn’t check if these samplers comply with those standards. “Manufacturers self-certify.”
Children cover their faces as a precaution from the air pollution, New Delhi, India.
Children cover their faces as a precaution against air pollution in Delhi, India. Photograph: Sanjeev Verma/Hindustan Times via Getty Images
Users of these faulty instruments then fudge this flawed data. Since the early 1990s, industrial units have had to install air quality measuring units and send the data to the appropriate state pollution control boards. If emissions peak, the industrial unit may be shut down. So industries fabricate 90% of the data
by changing the calibration of their machines, or by injecting clean air into the intakes or by placing CM units [instruments] away from the plant and in a nearby wood or between trees.”
The Economic Times says 30 years after legislating the Air (Prevention and Control of Pollution) Act, India has no monitoring protocols. Here too, the country follows EPA standards that may be inappropriate for a tropical country with large volumes of dust. Even if instruments are accurately calibrated and real data flows in, there’s no system to monitor the information and act on it.
Air quality standards are not set according to zones such as residential and industrial areas. The entire country has one standard. All is fine as long as industries’ emissions do not push the overall air quality score above that standard.
So instead of investing in clean technology, industry promoters look for clean places. If it’s located in the countryside, which enjoys relatively low pollution, a company can get away with its emissions, unlike one in a crowded industrial area.
The whole system – from faulty instruments and data fudging to lack of policing – allows industries to pollute and get away with it.
Will the newly launched index improve air quality? It seems unlikely.
The proposed air quality index seems to be interested only in setting up more instruments in more places and providing colour-coded air quality information to the public. If people do become concerned about the quality of air they breathe, there’s likely to be more fudging of data. The new index is no panacea for the rot in the system.
Despite the minister’s exhortations, it’s going to be “business as usual.”

Happy Diwali.BY OUR ENVIRONMENT MONISTER GOVT. OF INDIA

"Be positive. Be hopeful. Be helpful. Be happy. Be active. Be kind. Be free. Be you."


Chemically Assisted Pipeline Cleaning For Pigging Operations

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Chemically Assisted Pipeline Cleaning For Pigging Operations

By Jonathan J. Wylde, PhD, Clariant Oil Services | August 2011, Vol. 238 No. 8

A successful cleaning chemical formulation process for hydrocarbon transportation pipelines has been developed and applied in pipelines in the U.S. Case studies are included in this article.
An elaboration on the research leading to the new product and the laboratory testing that substantiated the formulation can be found in a longer paper presented by the author at the PPIM 2011 Conference conducted in Houston in February.
Internal pipeline deposits are a common observation. These deposits can restrict flow to the extent where process shut-downs and offline cleaning programs become necessary. A plethora of solids can be found in pipelines and can originate from a variety of sources with different formation mechanisms. One method of characterization of the solids utilizes the media that the pipeline carries as the classifier. It should be noted, however, that this is just a general rule and is governed by the fact that very few pipelines actually transport 100% of any single phase. For example, practically all oil export pipelines transport associated water between 0.2 and 5.0% by volume. This small amount of associated water can result in deposits such as mineral scales even though the dominant phase is hydrocarbon and would not be associated at all with such deposits. The general rules however follow:
• A crude transportation pipeline becomes fouled with organic scales. Crude oil contains asphaltenes, naphthenic acids and paraffinic components, all of which during transportation can precipitate and adhere to pipeline walls (Craddock et al., 2007).
• A gas transportation pipeline can also form organic scale deposits, condensed from gaseous state. Exotic mineral-based scales may also form of zinc, lead, arsenic or mercury. Furthermore, if the gas is even slightly wet and sour conditions are present, sulfide scales will form (Nasr-el-Din et al., 2001).
• Water transportation pipelines most commonly form corrosion deposits – e.g. iron carbonate (FeCO3), iron oxide / hydroxide (FeO, Fe2O3, FeOOH) and iron sulfide (FeS, FeS2 etc). A key factor of iron sulfide scales is that they are oil wetting (oleophillic) and when even low concentrations of liquid hydrocarbon are present in the water then a mixture of iron scale and hydrocarbon scale results (Wylde and Duthie, 2008).
• Multiphase fluid and gas transport pipelines can have a combination of all the deposits described above. These deposits can often be the most compositionally complex resulting in complex removal and mitigation solutions.
The most common method of cleaning pipelines is through pigging. This can be performed while the pipeline is either online or offline. Recently, focus has been made on chemically-assisted pigging operations, as it has been recognized that in the absence of chemical additives, both inorganic and organic scales can become compacted within the pipe, which can restrict the lateral movement of the pig. The addition of chemical surfactants assists in breaking up, softening and transportation of these adherent deposits (Cordell and Vanzant, 2003).
A literature search yielded very few results regarding compositional information of commercially available chemicals used during chemically-assisted pigging operations – only references pertaining to very specific deposits such as paraffins could be found (Poole et al., 2008). A review of oil degreasing and solid removal technology yielded several parameters that can be deemed essential to efficient chemical cleaning during pigging operations (Buzelin and de Campos Lima, 2008; Javora et al., 2008; Bordalo and Oliveira, 2007). The key parameters described below show the different types of surfactant properties required in an ideal cleaning product:
• Wetting: the action of a surfactant to reduce surface tension of a media. This reduction is achieved by molecular attraction towards a dissimilar surface. For pipeline cleaning, wetting agents help to remove hydrocarbon deposits from oil wet scale therefore allowing access to inorganic materials.
• Emulsification: surfactants enable the formation of a stable emulsion of two or more immiscible liquids – similar to micellular solubilization just with larger solubilized particles. During pipeline cleaning it is necessary to emulsify hydrocarbon and solid particles removed in order to prevent redeposition downstream.
• Solubilizers: surfactants that can affect otherwise insoluble materials. When a surfactant concentration is high enough, micelle structures can form which incorporates the insoluble materials and brings them into an apparent solution. The best example of this is where it is required to recombine hydrocarbon and water.
• Detergency: the ability of a surfactant to remove particles from a surface. In pipeline cleaning it is a mandatory requirement to release hydrocarbons and other solids from a pipeline wall upon wetting to promote rapid release (Thompson, 1994; Lange, 1994). Detergency is an essential component to mobilize hydrocarbon phases after wetting to remove them from the pipeline wall.
• Dispersion: surfactants that retain insoluble particles in suspension by preventing aggregation of particles with one another. Ideally, particles are small and this will lead to a more stable dispersion. Similar to emulsification this property of surfactants prevents redeposition of solid particles by maintaining them in suspension (Friedli, 2001).
When these functionalities are combined to form an ideal pipeline cleaning chemical, the resultant product could become a complex mixture of five to seven chemical components. The result, however, is a more purpose driven solution as the product gives good wetting, solvency and detergency and results in more readily freeing solids from the walls of pipelines. Surface active components provide emulsification and dispersion characteristics that render insoluble deposits and multiphase liquids as a single entity enabling more efficient transport and less secondary precipitation. It is also commonplace to add an antifoam chemical into a finished formulation as surfactants can display high foaming potential when agitated. Often, glycol or specialty antifoams are incorporated to bring this under control.
Although relatively well documented, using straightforward organic solvents for pipeline cleaning is less efficient than the previously described specialty blends. Base solvents do not provide an effective means to transport the mixed composition slurries that would result after the organic components are dissolved – this means secondary deposition is very likely. Furthermore, it is common for aggressive organic solvents (such as toluene and xylene) to be incompatible with pig bodies.
Now let us look at some case studies of successful employment of the new cleaning formulation.
Case History 1
Specialty formulation 1 was deployed to clean a natural gas transport pipeline in TX, USA. This was deployed by working in partnership with the Integrity Service Division of apipeline pigging company,
The 12-inch, 9-mile section of this East Texas pipeline had previously been cleaned with a series of brush and seal pigs. One of the pigs became lodged in the pipeline resulting in minimal fluid flow. A decision was made to use a chemically-assisted treatment in an attempt to dislodge the stuck pig.
A total of 168 gallons (4 bbl) of specialty formulation 1 was pumped neat followed by 1,680 gallons (40 bbl) of clean water. The product was pushed with a pig toward the lodged pig. The lodged pig was moved to the south then the flow was reversed and both pigs arrived at the northern junction and were removed from the pipeline. The water from the line contained large amounts of iron and hydrocarbons. When the two pigs arrived at the trap, a large amount of solids were recovered from the pipeline (Figure 1) and a small sample was obtained for analysis.
wyldepigpic1.PNG
Figure 1: Photographs of pig trash and pigs after removal at the southern end of the pipeline described in case history 1.
The second stage of the treatment was a 6% concentration treatment consisting of 250 gallons (6 bbl) of specialty formulation 1 pumped in neat followed by 5,040 gallons (120 bbl) of clean water into the southern end of the pipeline. A pig pushed the product the entire 9-mile length of the line to the northern trap. The water from the line contained large amounts of dispersed solids and hydrocarbons. This was followed by the arrival of the pig bringing even more solids. A further sample was obtained for a deposit analysis.
Table 1
Table 1: Quantified elemental composition of the EDX analysis from case history 1; A = first stage sample, B = second stage sample – NB: C and O were not included in this quantification.
The pig trash samples were analyzed via EDX. Summaries have been plotted in Figure 2 and the quantified compositions in Table 1. The analyses showed a dominance of iron sulfide with an associated 25 to 35% organic material. This process yielded the following conclusions: 1) large volumes of soluble hydrocarbons were dissolved and removed; 2) removal of the hydrocarbons resulted in solids mobilization. Iron sulfide scale is very oil wet and can often be combined with 25wt% or greater organic material, therefore successfully removing the oil, grease and wax will help to mobilize the iron scale (Wylde and Duthie, 2008).
wyldepigpic2.PNG
Figure 2 : EDX spectra of the two pig trash samples from case history 1; A = first stage sample, B = second stage sample.
Case History 2
Three parallel gas pipelines in South Louisiana required an oil soluble product with odor control to chemically assist a pigging campaign. The pipelines were comprised of a 24-inch line and two 30-inch lines all of which were 64 miles long. A cleaning program was required prior to an intelligent pigging run as the lines had been in service for 32 years and not undergone any offline pigging. Clearly, cleanliness and cleaning efficacy were a high priority.
Aromatic solvent was used to dilute specialty formulation 3 to 10% activity and this mixture was pumped into the pipelines and pushed with a series of brush pigs at a planned 11 mph. For each pipeline, 500 gallons (11.9 bbl) of mixture was used.
Table 1
Table 2: XRD analysis results on the inorganic component of pig trash in case history 2.
A significant amount of unexpected oil, grease and solids were removed from the system. A sample of the pig trash was analyzed using weight loss, EDX and x-ray diffraction (XRD). Figure 3 shows a photograph of the pig trash as it appeared in the trap. The thermal weight loss showed an organic content of 55.4% and this appeared to be heavy end hydrocarbons such as paraffins and asphaltenes. The XRD analysis can be seen in Table 2 and this shows the inorganic portion to be poorly crystalline. The presence of magnetite (Fe3O4) suggests corrosion was occurring. EDX analysis has been summarized in Figure 4 and Table 3 and this shows the inorganic portion was largely composed of iron and oxygen. As well as magnetite (identified by XRD), there could also be other iron oxides (FeO, Fe2O3) and iron oxy-hydroxide (FeOOH). Other detected minor elements included silicon (siliceous material in the form of sand, silt or clay), sulfur (suggesting iron sulfide minerals) and manganese (supports a corrosion origin for the solids).
wyldepigpic3.PNG
Figure 3: Photograph of the pig trash sample from case history 2.
wyldepigt3.PNG
Table 3: Tabulated EDX results showing quantified elemental composition for the pig trash recovered in case history 2.
wyldepigpic4.PNG
Figure 4: EDX spectrum of the pig trash sample after ashing.
Both arsenic and mercury were detected in an acid digestion of the sample followed by inductively coupled plasma mass spectrometry (ICP-MS). This has been summarized in Table 4 and showed the pig trash had the potential to generate arsine gas. However, this did not occur due to the use of specialty formulation 3 to assist with cleaning instead of previously more acidic products.
wyldepigt4.PNG
Table 4: ICP analysis on the pig trash sample from case history 2.
The overall cleaning operation of the pipelines ensured success of the intelligent pig run and maximized value to the overall operation.
Case History 3
This final case history subject is a U.S. West Coast offshore in-field pipeline. This was a 10-inch ID carbon steel pipeline, 9,330 feet in length. The pipeline was required to be brought back into service after being mothballed for several years. There was a legislative requirement to determine the pipeline integrity and therefore its ability to transport multiphase production of 8,000 bpd of fluid (60% water cut and 14° API oil).
Existing deposits in the pipeline had already been determined through intelligent pigging prior to mothballing, thus the cleaning campaign needed to be aggressive hence a chemically-assisted pigging strategy was devised. The cleaning campaign was applied in three stages: 1) preflush using 300 gallons (14.3 bbl) of specialty formulation 1 injected neat, followed by 5,400 gallons (128.6 bbl) of treated seawater; 2) cleaning run 1 using 3,000 gallons (71.4 bbl) of aromatic solvent, followed by 1,000 (23.8 bbl) gallons of specialty formulation 1 injected neat, followed by 9,000 gallons (214.3 bbl) of treated seawater; and 3) cleaning run 2 was the most aggressive stage and used 1,000 gallons (23.8 bbl) of aromatic solvent, followed by 2,500 gallons (59.5 bbl) of neat specialty formulation 1, followed by 22,500 gallons (535.7 bbl) of treated seawater.
The final stage was never planned to be as aggressive as it was. This was optimized in response to observations during the campaign. Massive deposits were removed during the preflush and during the first cleaning run the entire 30-foot trap was filled with trash. A further 20 foot of material had to be removed before the pig could be retrieved.
Following the final cleaning stage, smaller volumes of trash were recovered. Had chemical cleaning not been performed before running the intelligent pig, the information gathered would have not given the information necessary to satisfy the legislative requirements. Photographs of a typical pig after removal from the pipeline can be seen in Figure 5, along with a photo of the intelligent pig after it had completed its run in Figure 6.
wyldepigpic5.PNG
Figure 5: Photographs of the brush pig after removal during run 2 in case history 3.
wyldepigpic6.PNG
Figure 6: Removal of intelligent pig after it was run – note cleanliness.
Lessons Learned
The lessons learned from the case histories are: 1) the specialty pipeline cleaning chemicals showed high efficacy of treatment, 2) solids removal was more efficient than previous treatments that did not use chemical cleaning chemicals to assist pigging, 3) arsine and hydrogen sulfide gas generation can be controlled using specialty cleaning formulations, and 4) the specialty formulations described here are recommended for use in any offline cleaning application and have particular applicability prior to intelligent pigging campaigns.
Acknowledgement
Based on a paper presented at the Pipeline Pigging and Integrity Management Conference organized by Clarion Technical Conferences and Tiratsoo Technical and held in Houston, February 16-17, 2011.
The author: Dr. Jonathan Wylde graduated with a BSc (Hons) degree in geology (1999) and PhD (2002), both from the University of Bristol. He joined Clariant Oil and Mining Services in 2002 as a senior scale chemist in Aberdeen, Scotland. He relocated to Houston in 2007 as Technical Manager for North America. In 2009, he became the Business Manager for Canada based in Calgary, Alberta. In 2011, he relocated back to Aberdeen, Scotland where he is currently the UK Business Manager. URL: www.noram.clariant.com/, or contact the author through the agent: 713-970-2188.
References
1. Craddock H.A., Campbell E., Sowerby K., Johnson M., McGregor S. and McGee G. (2007) The Application of Wax Dissolver in the Enhancement of Export Line Cleaning. SPE 105049. Int. Symp. on Oilfield Chemistry, Houston, 28 Feb – 2 Mar.
2. Nasr-El-Din H.A., Al-Humaidan A.Y., Mohamed S.K., Al-Salman A.M. (2001) Iron Sulfide Formation in Water Supply Wells With Gas Lift. SPE 65028. Int. Symp. on Oilfield Chemistry, Houston, 13 – 16 Feb.
3. Cordell J. and Vanzant H. (2003) Pipeline Pigging Handbook. Clarion Technical Publishers.
4. Poole G., Brock G., Szymczak S., and Casey G. (2008) Successful Pipeline Clean Out – Lessons Learned From Cleaning Paraffin Blockage From a Deepwater Pipeline. SPE 115658. SPE ATCE, Denver, CO, 21 – 24 Sept.
5. Buzelin L.O.S. and de Campos Lima C.B. (2008) Innovative Methodology for Cleaning Pipes – Key to Environmental Protection. SPE Int. Conf. on HS&E, Nice, France, 15 – 17 April.
6. Javora P.H., Baccigalopi G., Sanford J., Cordeddu C., Qu Q., Poole G. and Franklin B. (2008). Effective High-Density Wellbore Cleaning Fluids: Brine-Based and Solids-Free. SPE 99158. SPE Drilling and Completions, 23 (1), 48 – 54.
7. Bordalo S.N. and Oliveira R.C. (2007) Experimental Study of Oil/Water Flow with Paraffin Precipitation in Subsea Pipelines. SPE 110810. SPE ATCE, Anaheim CA, 11 – 14 Nov.
8. Thompson L. (1994) The Role of Oil Detachment Mechanisms in Determining Optimum Detergency Conditions. J. Colloid Interface Sci., 163, 61.
9. Lange K.R. (1994) Detergents and Cleaners: A Handbook for Formulators. Hanser, Munich.
10. Friedli F.E. (2001) Detergency of Specialty Surfactants. Marcel Dekker, New York.
11. Trahan D.O. (2008) Arsenic Compounds in Natural Gas Pipeline Operations. Pipeline & Gas Journal, March 2008.
12. Clariant Oil Services Procedure QPI 106 (Rev 2). Wax / Asphaltene Dissolver Tests. In-house test procedure. 2008.
13. Wylde J.J. and Duthie A.W. (2008) Root Cause Failure Analysis, Removal and Mitigation of Iron Sulfide Scale Deposition in the BP Bruce Produced Water Reinjection Plant. Paper 08350. NACE, New Orleans, LA.

Corrosion Management Of Duplex Stainless Steel Gas Flowlines

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Corrosion Management Of Duplex Stainless Steel Gas Flowlines

By Janardhan Rao Saithala, Tim Illson, Ian Thompson, Azrul Hilmi, Angie Siddle, Andrew Ramage, DNV GL | October 2014, Vol. 241, No. 10
Figure 1: TTT diagram showing the time and temperature regimes for the formation of IP in various duplex stainless steels
The most commonly used materials for gas flowlines are carbon steel (CS) and duplex stainless steel (DSS). Selection of flowline materials should take into account the service for which the flowline is intended, the operating envelope and the life cycle costs (LCC).
For highly corrosive environments corrosion-resistant alloys (CRAs), in particular DSS, remains the most cost-effective option since the risk of corrosion failure on CS lines is high and use of corrosion inhibition with CS is often either impractical, costly or poses too high a risk.
However, DSS can still be susceptible to internal and external corrosion threats in both surface and buried environments. There are occasions where DSS can be degraded due to particular corrosion mechanisms that occur under certain operating conditions. As a consequence, corrosion management is as important for DSS as for conventional CS flowlines. The threat of corrosion can be effectively managed if DSS flowlines are operating within integrity operating window (IOW) and the material limits are clearly understood.
For these reasons, effective corrosion management of gas flowlines is one of the core requirements in maintaining the integrity of gas assets and extending their period of operation beyond their design life.
Materials For Gas Flowlines
The DSS microstructure consists of approximately 50% austenite and 50% ferrite phases. However, if incorrectly heat-treated, these materials suffer from intermetallic phase (IP) precipitation, such as sigma and chi, that will degrade the mechanical and corrosion properties. The proportion of each phase depends on the exact composition and on the cooling rate during production or heat treatment (HT). It is highlighted in several studies that HT of DSS grades is critical since improper HT can deteriorate the beneficial properties that DSS offers compared to traditional austenitic grades.
Figure 1 Shows the time temperature transformation (TTT) of various DSS grades.
Though DSS is stronger, it does have some drawbacks with respect to welding. Conversely, it does have better corrosion resistance in chloride environments than the austenitic range. Welding controls must ensure that the weld deposit matches the ferrite/austenite ratio of the parent material; excess austenite will make the alloy weaker and excess ferrite will make the alloy more susceptible to hydrogen cracking.
Despite these shortcomings, the strength of these steels and the superior corrosion resistance make them a natural choice for pipelines where the corrosion resistance is paramount. DSS materials can perform satisfactorily in sweet sour and chloride environments.
DSS has excellent resistance to carbon dioxide (CO2) but the combination of hydrogen sulphide (H2S) and water-containing chlorides can lead to attack by crevice corrosion and stress corrosion cracking. Typical material for DSS flowlines generally is 22 Cr DSS grade, UNS 31803 with minimum nitrogen content 0.14%. Nitrogen requirement shall be considered as important for DSS grade as it contributes to corrosion resistance and phase balance of DSS grades.

Corrosion Management Of DSS Gas Production Flowlines
CRAs and specifically DSSs are generally not part of an inspection strategy and the specification of a CRA generally infers that a “fit and forget” philosophy has been adopted for that specific component. However, DSS can suffer from various degradation mechanisms, which will require an active corrosion-management strategy to be maintained.
The corrosion-management strategy for DSS flowlines should include five key components as shown in Figure 2.
corrfig2.png
Figure 2: Framework for successful corrosion management

Corrosion Risk Assessment

The precise data on the produced water composition within the flowlines is important to assess the level of risk to which the system is subjected. Internal corrosion can occur where the fluid has not been processed, for example H2S, CO2, organic acids or other corrosive components may be present in the line, which can, in the presence of water, cause rapid internal corrosion.
There are two major approaches to counteracting corrosion threats; the careful choice of material for the line and/or the use of chemical inhibition for CS to prevent the mechanisms taking place. CO2 internal corrosion is not a credible threat for DSS material as laboratory and operator’s experience shows that DSSs are resistant to CO2 corrosion even at very high partial pressures of CO2. In conditions containing H2S, the performance of DSSs are sensitive to chloride ions.
The main internal corrosion threats for DSS flowlines are: under deposit corrosion, stray current-induced internal corrosion of DSS isolating joints and, pitting and stress corrosion cracking.
Review of recent failures on DSS flowlines reveals that the failure morphology of in-service damage for DSS components is either stress corrosion cracking or pitting. Both these damage types occur with little warning and over a relatively short-time interval.
For internal inspection, ultrasonic testing (UT) tools should be equally as effective for DSS flowlines as they are for carbon steel. However, standard UT tools require a liquid environment to ensure adequate coupling between the sensors and the pipe wall. Before such tools could be used, gas flowlines would generally require decommissioning and then be water-filled. An alternative technique suitable for use in gas is the elastic wave tool which couples its sensors to the pipe wall via liquid-filled wheels. However, this is available for 600mm, 750mm and 900mm pipes only, i.e. the currently available sizes are too large for typical sizes of flowlines. Hence, inspection cannot be relied upon to detect cracking or pitting prior to failure.
External corrosion is less of an intrinsic materials problem and is normally mitigated by a combination of coatings and cathodic protection (CP). The main external corrosion threats for DSS flow lines are soil corrosion, chloride stress corrosion cracking (CSCC), stray current and cathodic interference and hydrogen-induced stress cracking.
Corrosion Mitigation Strategy
Primary means of external corrosion and CSCC mitigation is the use of coating systems which prevent corrosion by isolating the metal from the soil. The coating systems which are employed for the flowlines are:
• 3 LPP/3LPE – Three-layer polypropylene/polyethylene
• FBE - fusion bonded epoxy
• PE - polyethylene
In addition to coatings as the means of external corrosion mitigation, impressed current cathodic protection systems should be used for all lines to protect exposed metal where coating damage exists.
The flowlines should generally be protected by CP with transformers/rectifiers installed at the respective manifolds. The transition between above and below ground sections of pipe should be electrically isolated from the manifold by monolithic isolating joints made of DSS. The isolating joints should be internally coated using a solvent-free liquid epoxy or other compatible coating.
It is generally considered that if DSS is shifted to a more negative polarized potential than -850mV, with respect to a Cu/CuSO4 reference electrode, corrosion should be prevented. However, overprotection can be detrimental to the pipeline and may cause hydrogen embrittlement cracking to occur. It is recommended to set the CP protection level for all buried steel flow lines to be in the range -850 to -1150mV (with respect to Cu/CuSO4).
The metallurgy of the DSS family is complex and requires very close control of welding parameters if corrosion resistance is not to be adversely affected. Microstructure or phase balance of parent, heat-affected zone and weld metal should be between 35-60% ferrite. In addition, the formation of intermetallic phases such as sigma and chi phase and secondary austenite is a major risk during welding and markedly reduces both toughness and corrosion resistance. To produce the optimum mechanical properties and corrosion resistance, heat input and interpass temperature should be carefully controlled.

Corrosion Monitoring Strategy

Critical process variables should be monitored to ensure the flowline falls within the integrity operating window (IOW) of the flowlines. Process variables such as temperature, chloride content, oxygen and H2S should be monitored frequently for each well. Frequent fluid sampling is required to maintain the integrity of DSS flowlines. Changes in operating conditions and excursions beyond the IOW should be highlighted and assessed to ensure the flowlines are fit for purpose.
Coating integrity is verified principally by using the Direct Current Voltage Gradient (DCVG) technique for buried lines which can locate and size coating defects by measuring variations in voltage gradient in the soil. It is usually performed in conjunction with a Close Interval Potential Surveys (CIPS) survey. CIPS and DCVG are appropriate inspection techniques for buried flowlines with impressed current cathodic protection and are usually applied in tandem.
CIPS, which records the pipe-to-soil potential every 1 to 2 meters, indicates how efficiently the CP system is operating. The DCVG survey utilizes the pipeline’s existing CP system to accurately locate defects along the pipeline by measuring the voltage gradients in the soil caused by the flow of the CP current at these defects. The output of a DCVG survey usually contains a list of coating defects which are characterized as low/medium/high priority, depending on their size.
Soil-to-structure potential is a key measure of CP system performance. Therefore, the CP system performance is regularly verified using periodic CIPS surveys and frequent ON/OFF potential surveys. Operators generally record the ‘ON’ pipe-to-soil potential on a quarterly basis and the ‘ON and OFF’ potentials annually. CIPS surveys are carried out periodically, typically every five years, based on the external corrosion threat on the line.
Other parameters that are monitored include transformer rectifier station output voltages and currents, ground bed resistance, auxiliary drain currents, etc.
The CP system performance can highlight potential issues related to corrosion at isolating joints. There have been a number of incidents of corrosion at isolation joints with several contributing factors. The original coating was not thought to be suitable for the service conditions which required alternative materials to be identified.
Most inspection techniques have been directed toward prevention rather than detecting or monitoring the growth of the damage. Most operators carry out coating examination for pinholes, damage, degradation, etc. Review of operator’s strategy for inspection of DSS flowlines reveals a number of inspection techniques used by the operator.
The chief issue when mothballing/suspending a DSS pipeline/flowline will be pitting caused by the presence of chlorides, liquid water and air ingress. For localized corrosion to occur at ambient temperatures, liquid water, chlorides and oxygen all need to be present. Localized corrosion is promoted by the presence of deposits. Thus, the objective when suspending a pipeline/flowline must be to remove one or more of the factors that promote localized attack.
Table 1 shows two general strategies that can be used when preserving duplex lines and is split into piggable and non-piggable lines. The strategy attempts to minimize the use of water to avoid complex drying requirements and the potential for leaving water at low spots. An alternative in regions where low chloride potable water is available in abundance is that the line can be displaced with potable water as opposed to drying.
Table 1: DSS flowline preservation strategy
corrtable1.png
Corrosion KPI Scorecard
Reporting on key performance indicators (KPI) for the duplex flowlines should include status of CP test every month, coating integrity checks using CIPS/ DCVG every five years and fluid (including) chloride sampling analysis during well tests:
• Periodic KPI performance verification correlates inspection findings
• KPI checks confirm variance from defined values
Corrosion Data Management Reporting And Performance
The corrosion-management team receives a number of monthly reports on corrosion management activities and barrier status. The corrosion-control department should report on corrosion-management barrier status to the asset owners on a quarterly basis. A Pipeline Integrity Working Group (PIWG) should be established as the principal management forum for communication and discussion of the prevailing integrity issues and anomalies.
PWIG meetings should be held on a regular basis. The exact content will vary with issues arising but must include:
1. Review of all anomalies affecting SCEs (safety critical elements) and current status of repair (as applicable)
2. Review of all significant corrosion monitoring activities undertaken since the last PWIG meeting
3. Review of the updated corrosion management manual (CMM)
Any inspection anomaly or defect identified by the reporting process should be assessed and required corrective action taken as appropriate. Corrective actions including repair, further inspection or fabric maintenance should be entered into the database system as a notification.
Anomalies in corrective action and corrective action due dates should be listed and reviewed on a monthly basis with operations management. Any relevant anomaly information should be fed back into the corrosion-risk assessments for possible change in frequency, type and locations of inspections or monitoring activities.
Any material changes to the corrosion barriers should be subject to technical due diligence followed through by a management of change procedure and approved by senior corrosion professionals. Technical notes and reports should be published to record all details of the modification from concept to design to implementation and close-out.
Reports may be required on an ad-hoc basis e.g. in response to corrosion failures, root cause investigations, review and audits, etc. The reports should be maintained in a centralized database and the lessons learned incorporated in the integrity/inspection plans so that adjustment to corrosion-management strategy is reflected.

Conclusion

Although unique issues associated with welding, heat treatment, manufacturing QA/QC and inspections of DSS arise, these are not obstacles for successful use of DSS as a material for flowlines as long as an adequate inspection and corrosion-management strategy is in place.
There are circumstances where DSS can degrade, therefore, an inspection strategy with proper corrosion management is required, which means that some of the cost advantages in selecting CRAs are lost. Also, if the production data is poor or simply not available, (e.g. chloride and H2S level varies significantly across wells), then conservative assumptions may have to be made for a CRA design and subsequently, operating envelopes will need adjustment to make a CRA design choice more attractive.
Ultimately, the economic benefit of CRA steel production systems needs to be evaluated for each specific project, as the CAPEX of CRAs and carbon steel can vary widely, depending on external factors and project conditions.

Authors: Janardhan Rao Saithala
is a Consultant in Materials & Corrosion with DNV GL and is based in Loughborough, UK. He has a Ph.D. in Corrosion from Sheffield Hallam University.
Tim Illson is a Senior Consultant in Materials & Corrosion with DNV GL. He has worked with the group and GL Noble Denton for 22 years combined. He has a Ph.D. in chemistry from Warwick University, UK and is a Chartered Chemist.
Angie Siddle is Senior Materials and Corrosion Engineer with DNV GL and has worked with the company for 22 years. She has a Ph.D. in Materials Science from Surrey University, UK and is a Chartered Engineer with IOM3.
Azrul Hilmi is an Integrity Management Consultant with DNV GL. He is a UK Chartered Engineer and has been involved in Corrosion & Integrity Management in the oil and gas sector for more than 15 years. Hilmi has a MSc in Welding Engineering from Cranfield University, UK.
Andrew Ramage is a Senior Consultant – Process & Integrity with DNV GL. He is based in Edinburgh, UK and has worked with the company for 37 years. Ramage has a BSc in Mechanical Engineering from Heriot Watt University, UK.
Ian Thompson is a Senior Consultant – Coatings and Cathodic Protection with DNV GL. Thompson has worked with the company for over 45 years and is based in Newcastle, UK. He holds a Ph.D. in Electrochemistry from Northumbria University, UK.

India’s ONGC plans $180bn spending spree

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India’s ONGC plans $180bn spending spree

Indian technicians work on the country's first shale-gas exploratory well at ONGC Ankleshwar©AFP
India’s Oil and Natural Gas Corporation plans to launch a “huge” global acquisition spree, as the state-backed energy flagship delivers an aggressive Rs11tn ($180bn) investment push to take on Chinese rivals and drive foreign production up sevenfold by 2030.
Dinesh Sarraf, ONGC chairman, said that the group aimed to raise its international oil and gas output from 8.5m tonnes of oil and oil equivalent last year to 60m tonnes over that period, as India prepares to meet projections of rapidly rising domestic energy demand.

The foreign expansion is likely to see India’s largest industrial company by market capitalisation ramp up operations in almost all of the world’s energy-producing regions.
“The kind of investments which we will require is huge,” Mr Sarraf told the Financial Times. “Our goals are so high we can’t pick and choose [parts of the world]; it will come from virtually everywhere.”
ONGC has historically been viewed as a conservative, midsized global energy player, held back by cautious management and risk-averse political leadership in New Delhi. It also has often lost out to more aggressive state-backed Chinese energy groups in the race to snap up foreign oil and gasfields, analysts say.
Recent years have seen a markedly bolder approach, however, following the launch last year of a strategy known as “Perspective 2030”, designed to bolster overseas operations. ONGC has invested about $7bn since mid-2013 to acquire foreign assets in countries such as Mozambique and Brazil.
Mr Sarraf pledged that this global expansion would now accelerate, potentially aided by a rapid recent fall in global oil prices. “We see this as a time we can make certain deals,” he said. “Prices are lower, and so some [new] deals may be available.”
India is set to overtake China to become the largest source of growth in global oil demand by 2020, according to the International Energy Agency. Almost of all of this increase will be met via imports, given India’s limited domestic production.

ONGC – five key facts

An engineer of Oil and Natural Gas Corp (ONGC) works inside the Kalol oil field in the western Indian state of Gujarat September 12, 2009. India's state-owned Oil and Natural Gas Corp (ONGC) is offering a tender to sell a 600,000-barrel cargo of Sudan's Nile Blend crude for Nov. 1-25 loading, a tender document showed on Saturday. REUTERS/Amit Dave (INDIA ENERGY BUSINESS)
• Founded in 1948, ONGC is India’s largest oil and gas explorer, with a market capitalisation of $57bn and operations in 16 countries.
• Involved in many of India’s largest global deals, including acquiring a $5bn stake in Kazakhstan’s Kashagan oilfield in 2012, and investing $5bn for stakes in two gasfields in Mozambique since 2013.
• Bought assets in Brazil, Bangladesh and Myanmar last year. It has a portfolio of 33 international hydrocarbon properties worth $15bn.
• Aims to raise total Indian and foreign output from about 60m tonnes of oil and oil equivalent last year to 130m by 2030.
• Has been criticised for failing to reverse production declines at ageing domestic oil and gasfields, where output dropped from 47m tonnes in 2005 to 45m in its 2014 financial year.
ONGC’s plans have been helped by recent economic reforms launched by India’s prime minister Narendra Modi, who last week moved to deregulate diesel controls and increase natural gas prices, boosting the energy explorer’s share price.
Later this year Mr Modi also plans to sell off a further 5 per cent stake in ONGC, which is 69 per cent-owned by India’s government, raising in the region of $3bn that could be used for further acquisitions around the globe.
Mr Sarraf confirmed that ONGC was considering an offer from Rosneft of Russia to invest in both its Vankor and Yurubcheno-Tokhomskoye oilfields in eastern Siberia, along with other potential assets in the Arctic region.
ONGC plans to build up its presence elsewhere in the former Soviet Union, he said. Expansion was also likely in Africa, in particular Angola and Nigeria, alongside large swaths of Latin America, and in both the US and Canada, where ONGC would consider assets ranging from shale gas to tar sands.
Mr Sarraf took over as ONGC’s chairman earlier this year, having previously led the group's overseas arm, ONGC Videsh, and held positions in various other state-backed energy groups, including explorer Oil India.
ONGC generated revenues of Rs1.8tn ($2bn) during its past financial year, up 7 per cent from the previous year, but has struggled to raise overall production levels. Output from Indian oil and gasfields has declined over the past decade, including during the past financial year.
But Mr Sarraf rejected concerns that ONGC’s expansion target would prove unrealistic, given its limited success increasing production and a shortage of appropriately-priced foreign assets. “It is very difficult. But it is achievable,” he said.
The group also has “full political support” from Mr Modi’s government to make aggressive bids against foreign rivals. “Now all of the world is our competitors,” he said. “Earlier it used to only be the Chinese; now it is Thailand, Malaysia, even the IOCs [international oil companies].”
Mr Sarraf cautioned that ONGC would not follow the path taken by China’s energy giants, however, who he suggested had secured global assets by paying inflated prices.
“Whether we are more successful, or the Chinese are more successful, that is a matter of perception,” he said. “If success is defined in terms of making rational decisions, I would say we are more successful.”

The Best & Worst Sleeping Positions (Infographic)

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The Best & Worst Sleeping Positions (Infographic)

2014_SleepPositions8892Sleep is very important to all of us. In the past few years, sleep disorder has emerged as a global health concern. It has been reported in the latest study that over 150 million people worldwide are suffering from various kinds of sleep disorders. The Sleeping position of a person is one of the most important causes contributing to a sound sleep. Sleep disorders are contributing to a greater number of people who are at risk of chronic  mental disorders and large health problems which can cause challenges in a person’s daily life and relationship.
The sleeping position is the posture that the body has during or prior to sleeping. The sleeping position has a definite impact on the health and well being  of the person. Research has shown that there is a correlation between the sleeping position and the personality of an individual. It has been noticed that sleeping position also affects the relationships of a person.

Best Sleeping Positions:

The three main sleeping positions that have been identified by sleep specialists are: Sleeping on the side, sleeping on the back, and sleeping on the stomach. The info graphics below show these three sleeping positions assumed by a person.
Each sleeping position has its own set of pros and cons.

Sleeping On The Back

It has been observed that sleeping on the back prevents backaches and neck pain. It minimizes acid reflux. This position also minimizes wrinkles and helps maintain perky breasts in women. On the flip side, sleeping on the back worsens snoring. It has also been observed that sleeping on ones back might also result in sleep apnea, which can cause a regular discomfort during normal sleep hours. Those people who prefer to sleep on their back can make some minor changes to this sleeping position which would allow them a sound sleep. One can place a soft pillow or a rolled up towel under the knee to support the natural curve of the body.

Sleeping On The Side

Sleep specialists mostly ask their patients to sleep on the side. Sleeping on the side is considered extremely good for the overall health and well being of a person. It allows the body to rest in a comfortable position and allows the sleeper to experience uninterrupted sleep. Sleeping on the side prevents neck pain and back aches, minimizes acid reflux, reduces snoring and improves circulation during pregnancy.  This best position to sleep also helps in alleviating insomnia  and chronic deprivation of sleep. On the flip side, it worsens wrinkles and causes sagging of the breasts.

Sleeping On Your Stomach

Sleep specialists do not recommend this sleeping on the stomach position as it increases restlessness and causes great discomfort to the body. The person usually keeps on tossing and turning to sleep soundly.
Sleeping on your stomach reduces snoring and excessive sleep during pregnancy. This good sleeping posture is likely to cause neck and back pain. It is also known to worsen wrinkles and cause the breasts to sag more. One can sleep on the stomach using  an extremely soft pillow so that the head rests comfortably.

India to Yemen on Alert for Tropical Cyclone Nilofar

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India to Yemen on Alert for Tropical Cyclone Nilofar

Eric Leister
By Eric Leister, Meteorologist
October 26, 2014; 5:43 AM ET
An area of low pressure over the Arabian Sea has become better organized and is now Tropical Cyclone Nilofar.
A slow drift northwestward is expected through the weekend keeping the cyclone over warm ocean waters and relatively low wind shear.
These conditions will promote further strengthening, and the cyclone will likely reach the equivalent of a strong tropical storm or hurricane by early this week.
There are a couple of scenarios for where the developing cyclone will slam onshore with damaging winds, flooding rain and dangerously rough seas next week.

One possibility is that the cyclone would take more of a westward track, causing it to threaten eastern Yemen or Oman by Tuesday into Wednesday. Life-threatening flooding appears to be the greatest concern; however, coastal areas could be battered by damaging winds depending on how strong the cyclone becomes.
After a possible landfall in Oman, the storm may be pulled northeastward, crossing back over the Arabian Sea and bringing potentially heavy rainfall to parts of Pakistan and northwestern India later this week.
If the storm continues northwest but remains over the Arabian Sea early this week, interaction with a weak dip in the jet stream to the north will continue to pull the cyclone north to northeast with an eventual landfall in Pakistan or northwestern India as a significant cyclone capable of producing damaging winds, flooding and mudslides.
Since several factors will determine the exact track of Nilofar, anyone with interests in the southern Arabian Peninsula, Pakistan or northwestern India should monitor this situation closely in the coming days.

Smoky Diwali: Delhi doesn't give two hoots about environment, leaves air polluted

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Smoky Diwali: Delhi doesn't give two hoots about environment, leaves air polluted


by Tarique Anwar  Oct 25, 2014 13:16 IST
New Delhi: Several anti-firecracker campaigns failed to make an impact in the national capital as Delhiites celebrated Diwali with little care for the environment. The Respirable Suspended Particulate Matter (RSPM), which adversely impacts the heart, the brain and the respiratory system, has increased five times higher than the prescribed limit.
The results of ambient air quality monitoring done by the Delhi Pollution Control Committee (DPCC) at six locations - RK Puram, Mandir Marg, Punjabi Bagh, Civil Lines, Anand Vihar and IGI airport – suggest that 24-hour average concentration of PM10 (particulate matters less than 10 microns in size) ranged from 421 µg/m3 to 790 µg/m3 and PM2.5 (particulate matters less than 2.5 microns in size) ranged from 145 µg/m3 to 500 µg/m3.
Representational image. AFP
Representational image. AFP
The prescribed standard of PM 10 is 100 mpcm and PM 2.5 is 60 mpcm.
While the minimum concentration of PM10 was observed at IGI Airport, its concentration was maximum at RK Puram. Similarly, the minimum average of PM2.5 concentration was observed at IGI Airport and maximum at Civil Lines.
"This concentration is in tandem with values observed in pre-Diwali in previous years," says the DPCC.
"The rise of these pollutants in the air can prove fatal for those who are suffering from lungs diseases like asthama and chronic bronchitis and heart and lungs disorders," Dr Gufran Beig, senior scientist at System of Air quality and Weather Forecasting and Research (SAFAR), told Firstpost.
"The residents of city will continue to breathe in the polluted air for the next two to three days as there is no wind to blow the smoke away," he added. Asked what impact it will have on the weather condition here, he said the temperature at night will witness a sharp decline.
While particles that are larger in size are filtered out in the upper layers of the respiratory track but quite larger part of PM10 particles can enter the lungs, he said. "It will cause troubles for lungs patients to breathe deeply and they may develop symptoms like shortness of breath and coughing," said Beig.
According to the DPCC, the level of gaseous pollutants like Sulphur Dioxide, Oxides of Nitrogen ( NO, NO2 and NOx) and Carbon Monoxide also spiked.
Take a look at the detailed study:
Carbon Monoxide (CO)
The average concentration (for 24 hours) for CO ranged from 0.9 mg/m3 to 3.0 mg/m3. While the minimum average value was observed at IGI Airport, the maximum average value was recorded at RK Puram.
On last year’s Diwali day, the average concentration for CO ranged from 1.6mg/m3 to3.6 mg/m3.
Nitrogen Dioxide (NO2)
The average concentration of NO2 (for 24 hrs) varied from 39 µg/m3 to 194 µg/m3. The minimum average value was observed at Civil Lines and maximum average value at Punjabi Bagh.
Last year, the average concentration of NO2 (for 24 hrs) varied from 81 µg/m3 to 110 µg/m3.
Sulphur Dioxide (SO2)
On the eve of Diwali this year, the average concentration of SO2 varied from 8 µg/m3 to 87µg/m3. The minimum average was observed at Anand Vihar and maximum at Punjabi Bagh.
This concentration varied from 35µg/m3 to 106 µg/m3 last Diwali.
“These harmful compounds released in the air can also cause numerous respiratory ailments. It can also cause symptoms like eye burns, running nose and skin and skin rashes,” Beig said.

Oman, Pakistan, India on Alert for Tropical Cyclone Nilofar

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Oman, Pakistan, India on Alert for Tropical Cyclone Nilofar

Eric Leister
By Eric Leister, Meteorologist
October 28, 2014; 4:58 AM ET
Tropical Cyclone Nilofar developed on Saturday in the middle of the Arabian Sea and will bring impacts to parts of Oman, Pakistan and India this week.
The combination of warm ocean waters and relatively low wind shear will allow for some further strengthening through late Tuesday and Wednesday. Nilofar has already reached an intensity which is the equivalent of a Category 2 hurricane.
Nilofar will continue on a northwest track through Tuesday before taking a turn toward the north and then east-northeast during the middle and latter part of the week. Nilofar's projected turn toward the north and northeast will keep the center of the cyclone east of Oman with only the outer fringes of the storm bringing gusty winds and downpours to the far eastern part of the country.

While the threat for widespread damaging winds and flooding is reduced in Oman, any thunderstorm from Nilofar can produce locally damaging winds and heavy rain.
Even though Nilofar will pass east of Oman, dangerous rip currents and rough surf will affect the coast through much of the upcoming week.
The above satellite picture shows Nilofar spinning over the Arabian Sea early Tuesday, local time. The image is courtesy of the Space Science and Engineering Center at University of Wisconsin-Madison
Beyond Thursday, Nilofar will get steered to the east-northeast across the northern Arabian Sea toward the coasts of southeastern Pakistan and the Indian province of Gujarat by the end of the week.
Landfall is expected on Friday, local time near the border of Pakistan and India. Interaction with increased wind shear and dry continental air from Asia will cause the cyclone to weaken as it approaches Pakistan and India, and it will likely be the equivalent of a tropical storm at the time of landfall.
Even though weakening is expected prior to landfall, coastal flooding, damaging winds and life-threatening flooding due to heavy rain will be a concern Friday into Saturday as Nilofar moves inland across southeast Pakistan and northwest India.

IPCC Chairman Pachauri Urges Governments To Keep Up Hope Amid Climate Change Battle

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IPCC Chairman Pachauri Urges Governments To Keep Up Hope Amid Climate Change Battle

Rajendra Pachauri speaks at the opening of the United Nations Climate Summit 2014 September 23, 2014 at the United Nations in New York. AFP PHOTO/Don Emmert
COPENHAGEN, Denmark (AP) — A top U.N. climate change expert urged world governments Monday not to be overcome by hopelessness as they negotiate a new agreement to fight global warming.

Rajendra Pachauri, chairman of the U.N.'s Intergovernmental Panel on Climate Change, said despite the IPCC's own warnings that time is running out, the panel has also suggested actions needed to keep climate change in check.

The IPCC is meeting in Copenhagen this week to adopt the final report in its gigantic assessment of climate change. A leaked draft uses starker language than three previous reports, warning of "severe, pervasive and irreversible" climate impacts if the world doesn't rein in its emissions of heat-trapping greenhouse gases.

"The synthesis report will provide the roadmap by which policymakers will hopefully find their way to a global agreement to finally reverse course on climate change," Pachauri said.

Governments are aiming to reach such an agreement next year, but the negotiations have been hampered by disputes between rich and poor countries over how to divide the burden of climate action.

"May I humbly suggest that policymakers avoid being overcome by the seeming hopelessness of addressing climate change," Pachauri said. "Tremendous strides are being made in alternative sources of clean energy. There is much we can do to use energy more efficiently. Reducing and ultimately eliminating deforestation provides additional avenues for action."

The draft report says the impacts of some current climate changes are already dangerous, citing rising sea levels and extreme weather such as heat waves, flooding and droughts. Governments and scientists are going over the draft report line by line in Copenhagen before the final report is released.

Municipal Solid Wastes (Management and Handling) Rules, 2000

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 Municipal Solid Wastes        (Management and Handling) Rules, 2000


Ministry of Environment and Forests
Notification
New Delhi, the 25th September, 2000
S.O. 908(E).- Whereas the draft of the Municipal Solid Wastes (Management and Handling) Rules, 1999 were published under the notification of the Government of India in the Ministry of Environment and Forests number S.O. 783(E), dated, the 27th September, 1999 in the Gazette of India, Part II, Section 3, Sub-section (ii) of the same date inviting objections and suggestions from the persons likely to be affected thereby, before the expiry of the period of sixty days from the date on which the copies of the Gazette containing the said notification are made available to the public;
And whereas copies of the said Gazette were made available to the public on the 5th October, 1999;
And whereas the objections and suggestions received from the public in respect of the said draft rules have been duly considered by the Central Government;
Now, therefore, in exercise of the powers conferred by section 3, 6 and 25 of the Environment (Protection) Act, 1986 (29 of 1986), the Central Government hereby makes the following rules to regulate the management and handling of the municipal solid wastes, namely :-
1. Short title and commencement : --
  1. These rules may be called the Municipal Solid Wastes (Management and Handling) Rules, 2000.
  2. Save as otherwise provided in these rules, they shall come into force on the date of their publication in the Official Gazette.
2.Application .-- These rules shall apply to every municipal authority responsible for collection, segregation, storage, transportation,, processing and disposal of municipal solid wastes .
3.Definitions.-- In these rules, unless the context otherwise requires ,--
  1. "anaerobic digestion" means a controlled process involving microbial decomposition of organic matter in the absence of oxygen;
  2. "authorization" means the consent given by the Board or Committee to the "operator of a facility" ;
  3. "biodegradable substance" means a substance that can be degraded by micro-organisms;
  4. "biomethanation"means a process which entails enzymatic decomposition of the organic matter by microbial action to produce methane rich biogas;
  5. "collection"means lifting and removal of solid wastes from collection points or any other location;
  6. "composting" means a controlled process involving microbial decomposition of organic matter;
  7. "demolitionand construction waste" means wastes from building materials debris and rubble resulting from construction, re-modelling, repair and demolition operation;
  8. "disposal" means final disposal of municipal solid wastes in terms of the specified measures to prevent contamination of ground-water, surface water and ambient air quality;
  9. "Form" means a Form appended to these rules;
  10. "generator of wastes" means persons or establishments generating municipal solid wastes;
  11. "land filling"means disposal of residual solid wastes on land in a facility designed with protective measures against pollution of ground water, surface water and air fugitive dust, wind-blown litter, bad odour, fire hazard, bird menace, pests or rodents, greenhouse gas emissions, slope instability and erosion;
  12. "leachate" means liquid that seeps through solid wastes or other medium and has extracts of dissolved or suspended material from it;
  13. "lysimeter" is a device used to measure rate of movement of water through or from a soil layer or is used to collect percolated water for quality analysis;
  14. "municipal authority" means Municipal Corporation, Municipality, Nagar Palika, Nagar Nigam, Nagar Panchayat, Municipal Council including notified area committee (NAC) or any other local body constituted under the relevant statutes and, where the management and handling of municipal solid waste is entrusted to such agency;
  15. "municipal solid waste"includes commercial and residential wastes generated in a municipal or notified areas in either solid or semi-solid form excluding industrial hazardous wastes but including treated bio-medical wastes;
  16. "operator of a facility"means a person who owns or operates a facility for collection, segregation, storage, transportation, processing and disposal of municipal solid wastes and also includes any other agency appointed as such by the municipal authority for the management and handling of municipal solid wastes in the respective areas;
  17. "pelletisation" means a process whereby pellets are prepared which are small cubes or cylindrical pieces made out of solid wastes and includes fuel pellets which are also referred as refuse derived fuel;
  18. "processing" means the process by which solid wastes are transformed into new or recycled products;
  19. "recycling" means the process of transforming segregated solid wastes into raw materials for producing new products, which may or may not be similar to the original products;
  20. "schedule" means a Schedule appended to these rules;
  21. "segregation" means to separate the municipal solid wastes into the groups of organic, inorganic, recyclables and hazardous wastes;
  22. "State Board or the Committee" means the State Pollution Control Board of a State, or as the case may be, the Pollution Control Committee of a Union territory;
  23. "storage" means the temporary containment of municipal solid wastes in a manner so as to prevent littering, attraction to vectors, stray animals and excessive foul odour;
  24. "transportation " means conveyance of municipal solid wastes from place to place hygienically through specially designed transport system so as to prevent foul odour, littering, unsightly conditions and accessibility to vectors;
  25. "vadose water" water which occurs between the ground, surface and the water table that is the unsaturated zone;
  26. "vermicomposting"is a process of using earthworms for conversion of bio-degradable wastes into compost.
4. RESPONSIBILITY OF MUNICIPAL AUTHORITY: -
  1. Every municipal authority shall, within the territorial area of the municipality, be responsible for the implementation of the provisions of these rules, and for any infrastructure development for collection, storage, segregation, transportation, processing and disposal of municipal solid wastes.
  2. The municipal authority or an operator of a facility shall make an application in Form-I, for grant of authorization for setting up waste processing and disposal facility including landfills from the State Board or the Committee in order to comply with the implementation programme laid down in Schedule I.
  3. The municipal authority shall comply with these rules as per the implementation schedule laid down in Schedule I.
      4.  The municipal authority shall furnish its annual report in Form-II, -
a.    to the Secretary-incharge of the Department of Urban Development of the concerned State or as the case may be of the Union territory, in case of a metropolitan city; or
b.    to the District Magistrate or the Deputy Commissioner concerned in case of all other towns and cities, with a copy to the State Board or the Committee on or before the 30thday of June every year.
5. RESPONSIBILITY OF THE STATE GOVERNMENT AND THE UNION TERRITORY ADMINISTRATIONS: --
(1) The Secretary-incharge of the Department of Urban Development of the concerned State or the Union territory, as the case may be, shall have the overall responsibility for the enforcement of the provisions of these rules in the metropolitan cities.
(2) The District Magistrate or the Deputy Commissioner of the concerned district shall have the overall responsibility for the enforcement of the provisions of these rules within the territorial limits of their jurisdiction.


6.  RESPONSIBILITY OF THE CENTRAL POLLUTION CONTROL BOARD AND THE STATE BOARD OR THE COMMITTEES: —
  1. The State Board or the Committee shall monitor the compliance of the standards regarding ground water, ambient air, leachate quality and the compost quality including incineration standards as specified under Schedules II, III and IV.
  2. The State Board or the Committee, after the receipt of application from the municipal authority or the operator of a facility in Form I, for grant of authorization for setting up waste processing and disposal facility including landfills, shall examine the proposal taking into consideration the views of other agencies like the State Urban Development Department, the Town and Country Planning Department, Air Port or Air Base Authority, the Ground Water Board or any such other agency prior to issuing the authorization.
  3. The State Board or the Committee shall issue the authorization in Form-III to the municipal authority or an operator of a facility within forty-five days stipulating compliance criteria and standards as specified in Schedules II, III and IV including such other conditions, as may be necessary.
  4. The authorization shall be valid for a given period and after the validity is over, a fresh authorization shall be required.
  5. The Central Pollution Control Board shall co-ordinate with the State Boards and the Committees with particular reference to implementation and review of standards and guidelines and compilation of monitoring data.
7. MANAGEMENT OF MUNICIPAL SOLID WASTES. --
  1. Any municipal solid waste generated in a city or a town, shall be managed and handled in accordance with the compliance criteria and the procedure laid down in Schedule-II.
  2. The waste processing and disposal facilities to be set up by the municipal authority on their own or through an operator of a facility shall meet the specifications and standards as specified in Schedules III and IV.
8. ANNUAL REPORTS: —
  1. The State Boards and the Committees shall prepare and submit to the Central Pollution Control Board an annual report with regard to the implementation of these rules by the 15th of September every year in Form-IV.
  2. The Central Pollution Control Board shall prepare the consolidated annual review report on management of municipal solid wastes and forward it to the Central Government along with its recommendations before the 15th of December every year.
9. ACCIDENT REPORTING. -- When an accident occurs at any municipal solid wastes collection, segregation, storage, processing, treatment and disposal facility or landfill site or during the transportation of such wastes, the municipal authority shall forthwith report the accident in Form-V to the Secretary in-charge of the Urban Development Department in metropolitan cities, and to District Collector or Deputy Commissioner in all other cases.
Schedule I
[see rules4(2) and (3)]
Implementation Schedule
Serial
No.

Compliance Criteria

Schedule
1.
Setting up of waste processing and disposal facilities
By 31.12.2003 or earlier
2.
Monitoring the performance of waste processing and disposal facilities
Once in six months
3.
Improvement of existing landfill sites as per provisions of these rules
By 31.12.2001 or earlier
4.
Identification of landfill sites for future use and making site (s) ready for operation
By 31.12.2002 or earlier

Schedule -II
[see rules 6(1) and (3), 7(1)]
Management of Municipal Solid Wastes
S.No
Parameters
Compliance criteria
1.
Collection of municipal solid wastes
1. Littering of municipal solid waste shall be prohibited in cities, towns and in urban areas notified by the State Governments. To prohibit littering and facilitate compliance, the following steps shall be taken by the municipal authority, namely: -
              i.Organising house-to-house collection of municipal solid wastes through any of the methods, like community bin collection (central bin), house-to-house collection, collection on regular pre-informed timings and scheduling by using bell ringing of musical vehicle (without exceeding permissible noise levels);
            ii.Devising collection of waste from slums and squatter areas or localities including hotels, restaurants, office complexes and commercial areas;
           iii.Wastes from slaughter houses, meat and fish markets, fruits and vegetable markets, which are biodegradable in nature, shall be managed to make use of such wastes;
           iv.Bio-medical wastes and industrial wastes shall not be mixed with municipal solid wastes and such wastes shall follow the rules separately specified for the purpose;
            v.Collected waste from residential and other areas shall be transferred to community bin by hand-driven containerised carts or other small vehicles;
           vi.Horticlutural and construction or demolition wastes or debris shall be separately collected and disposed off following proper norms. Similarly, wastes generated at dairies shall be regulated in accordance with the State laws;
          vii.Waste (garbage, dry leaves) shall not be burnt;
        viii.      Stray animals shall not be allowed to move around waste storage facilities or at any other place in the city or town and shall be managed in accordance with the State laws.
2. The municipal authority shall notify waste collection schedule and the likely method to be adopted for public benefit in a city or town.
3. It shall be the responsibility of generator of wastes to avoid littering and ensure delivery of wastes in accordance with the collection and segregation system to be notified by the municipal authority as per para 1(2) of this Schedule.
2.
Segregation of municipal solid wastes
In order to encourage the citizens, municipal authority shall organise awareness programmes for segregation of wastes and shall promote recycling or reuse of segregated materials. The municipal authority shall undertake phased programme to ensure community participation in waste segregation. For this purpose, the municipal authorities shall arrange regular meetings at quarterly intervals with representatives of local resident welfare associations and non-governmental organizations.
3.
Storage of municipal solid wastes
Municipal authorities shall establish and maintain storage facilities in such a manner as they do not create unhygienic and in sanitary conditions around it. Following criteria shall be taken into account while establishing and maintaining storage facilities, namely: -
              i.Storage facilities shall be created and established by taking into account quantities of waste generation in a given area and the population densities. A storage facility shall be so placed that it is accessible to users;
            ii.Storage facilities to be set up by municipal authorities or any other agency shall be so designed that wastes stored are not exposed to open atmosphere and shall be aesthetically acceptable and user-friendly;
           iii.Storage facilities or ‘bins’ shall have ‘easy to operate’ design for handling, transfer and transportation of waste. Bins for storage of bio-degradable wastes shall be painted green, those for storage of recyclable wastes shall be printed white and those for storage of other wastes shall be printed black;
           iv.Manual handling of waste shall be prohibited. If unavoidable due to constraints, manual handling shall be carried out under proper precaution with due care for safety of workers.
4.
Transportation of municipal solid wastes
Vehicles used for transportation of wastes shall be covered. Waste should not be visible to public, nor exposed to open environment preventing their scattering. The following criteria shall be met, namely:-
              i.The storage facilities set up by municipal authorities shall be daily attended for clearing of wastes. The bins or containers wherever placed shall be cleaned before they start overflowing;
            ii.Transportation vehicles shall be so designed that multiple handling of wastes, prior to final disposal, is avoided.
5.
Processing of municipal solid wastes
Municipal authorities shall adopt suitable technology or combination of such technologies to make use of wastes so as to minimize burden on landfill. Following criteria shall be adopted, namely:-
(i)   The biodegradable wastes shall be processed by composting, vermicomposting, anaerobic digestion or any other appropriate biological processing for stabilization of wastes. It shall be ensured that compost or any other end product shall comply with standards as specified in Schedule-IV;
(ii)  Mixed waste containing recoverable resources shall follow the route of recycling. Incineration with or without energy recovery including pelletisation can also be used for processing wastes in specific cases. Municipal authority or the operator of a facility wishing to use other state-of-the-art technologies shall approach the Central Pollution Control Board to get the standards laid down before applying for grant of authorisation.
6.
Disposal of municipal solid wastes
Land filling shall be restricted to non-biodegradable, inert waste and other waste that are not suitable either for recycling or for biological processing. Land filling shall also be carried out for residues of waste processing facilities as well as pre-processing rejects from waste processing facilities. Land filling of mixed waste shall be avoided unless the same is found unsuitable for waste processing. Under unavoidable circumstances or till installation of alternate facilities, land-filling shall be done following proper norms. Landfill sites shall meet the specifications as given in Schedule –III.


Schedule III
[see rules 6(1) and (3), 7(2)]
Specifications for Landfill Sites
Site Selection
  1. In areas falling under the jurisdiction of ‘Development Authorities’ it shall be the responsibility of such Development Authorities to identify the landfill sites and hand over the sites to the concerned municipal authority for development, operation and maintenance. Elsewhere, this responsibility shall lie with the concerned municipal authority.
  2. Selection of landfill sites shall be based on examination of environmental issues. The Department of Urban Development of the State or the Union territory shall co-ordinate with the concerned organisations for obtaining the necessary approvals and clearances.
  3. The landfill site shall be planned and designed with proper documentation of a phased construction plan as well as a closure plan.
  4. he landfill sites shall be selected to make use of nearby wastes processing facility. Otherwise, wastes processing facility shall be planned as an integral part of the landfill site.
  5. The existing landfill sites, which continue to be used for more than five years, shall be improved in accordance of the specifications given in this Schedule.
  6. Biomedical wastes shall be disposed off in accordance with the Bio-medical Wastes (Management and Handling) Rules, 1998 and hazardous wastes shall be managed in accordance with the Hazardous Wastes (Management and Handling) Rules, 1989, as amended from time to time.
  7. The landfill site shall be large enough to last for 20-25 years.
  8. The landfill site shall be away from habitation clusters, forest areas, water bodies monuments, National Parks, Wetlands and places of important cultural, historical or religious interest.
  9. A buffer zone of no-development shall be maintained around landfill site and shall be incorporated in the Town Planning Department’s land-use plans.
  10. Landfill site shall be away from airport including airbase. Necessary approval of airport or airbase authorities prior to the setting up of the landfill site shall be obtained in cases where the site is to be located within 20 km of an airport or airbase.
Facilities at the Site
  1. Landfill site shall be fenced or hedged and provided with proper gate to monitor incoming vehicles or other modes of transportation.
  2. The landfill site shall be well protected to prevent entry of unauthorised persons and stray animals.
  3. Approach and other internal roads for free movement of vehicles and other machinery shall exist at the landfill site.
  4. The landfill site shall have wastes inspection facility to monitor wastes brought in for landfill, office facility for record keeping and shelter for keeping equipment and machinery including pollution monitoring equipments.
  5. Provisions like weigh bridge to measure quantity of waste brought at landfill site, fire protection equipments and other facilities as may be required shall be provided.
  6. Utilities such as drinking water (preferably bathing facilities for workers) and lighting arrangements for easy landfill operations when carried out in night hours shall be provided.
  7. Safety provisions including health inspections of workers at landfill site shall be periodically made.

Specifications for land filling

  1. Wastes subjected to land filling shall be compacted in thin layers using landfill compactors to achieve high density of the wastes. In high rainfall areas where heavy compactors cannot be used alternative measures shall be adopted.
  2. Wastes shall be covered immediately or at the end of each working day with minimum 10 cm of soil, inert debris or construction material till such time waste processing facilities for composting or recycling or energy recovery are set up as per Schedule I.
  3. Prior to the commencement of monsoon season, an intermediate cover of 40-65 cm thickness of soil shall be placed on the landfill with proper compaction and grading to prevent infiltration during monsoon. Proper drainage berms shall be constructed to divert run-off away from the active cell of the landfill.
  4. After completion of landfill, a final cover shall be designed to minimize infiltration and erosion. The final cover shall meet the following specifications, namely: --
a.    The final cover shall have a barrier soil layer comprising of 60 cms of clay or amended soil with permeability coefficient less that 1 x 10-7 cm/sec.
b.    On top of the barrier soil layer there shall be a drainage layer of 15 cm.
c.    On top of the drainage layer there shall be a vegetative layer of 45 cm to support natural plant growth and to minimize erosion.
Pollution prevention
22.In order to prevent pollution problems from landfill operations, the following provisions shall be made, namely: -
a.    Diversion of storm water drains to minimize leachate generation and prevent pollution of surface water and also for avoiding flooding and creation of marshy conditions;
b.    Construction of a non-permeable lining system at the base and walls of waste disposal area. For landfill receiving residues of waste processing facilities or mixed waste or waste having contamination of hazardous materials (such as aerosols, bleaches, polishes, batteries, waste oils, paint products and pesticides) minimum liner specifications shall be a composite barrier having 1.5 mm high density polyethylene (HDPE) geomembrane, or equivalent, overlying 90 cm of soil (clay or amended soil) having permeability coefficient not greater than 1 x 10-7 cm/sec. The highest level of water table shall be at least two meter below the base of clay or amended soil barrier layer;
c.    Provisions for management of leachates collection and treatment shall be made. The treated leachates shall meet the standards specified in Schedule- IV;
d.    Prevention of run-off from landfill area entering any stream, river, lake or pond.
Water Quality Monitoring
23.Before establishing any landfill site, baseline data of ground water quality in the area shall be collected and kept in record for future reference. The ground water quality within 50 metres of the periphery of landfill site shall be periodically monitored to ensure that the ground water is not contaminated beyond acceptable limit as decided by the Ground Water Board or the State Board or the Committee. Such monitoring shall be carried out to cover different seasons in a year that is, summer, monsoon and post-monsoon period.
24.Usage of groundwater in and around landfill sites for any purpose (including drinking and irrigation) is to be considered after ensuring its quality. The following specifications for drinking water quality shall apply for monitoring purpose, namely: -
S.No.
Parameters
IS 10500: 1991 Desirable limit (mg/l except for pH)
1.
Arsenic
0.05
2.
Cadmium
0.01
3
Chromium
0.05
4.
Copper
0.05
5.
Cyanide
0.05
6.
Lead
0.05
7.
Mercury
0.001
8.
Nickel
-
9.
Nitrate as NO3
45.0
10
PH
6.5-8.5
11.
Iron
0.3
12.
Total hardness (as CaCO3)
300.0
13.
Chlorides
250
14.
Dissolved solids
500
15.
Phenolic compounds (as C6H5OH)
0.001
16.
Zinc
5.0
17.
Sulphate (as SO4)
200
Ambient Air Quality Monitoring
  1. Installation of landfill gas control system including gas collection system shall be made at landfill site to minimize odour generation, prevent off-site migration of gases and to protect vegetation planted on the rehabilitated landfill surface.
  2. The concentration of methane gas generated at landfill site shall not exceed 25 per cent of the lower explosive limit (LEL).
  3. The landfill gas from the collection facility at a landfill site shall be utilized for either direct thermal applications or power generation, as per viability. Otherwise, landfill gas shall be burnt (flared) and shall not be allowed to directly escape to the atmosphere or for illegal tapping. Passive venting shall be allowed if its utiliztion or flaring is not possible.
  4. Ambient air quality at the landfill site and at the vicinity shall be monitored to meet the following specified standards, namely :-
S.No.
Parameters
Acceptable levels
(i)
Sulphur dioxide
120µg/m3 (24 hours)
(ii)
Suspended Particulate Matter
500µg/m3 (24 hours)
(iii)
Methane
Not to exceed 25 per cent of the lower explosive limit (equivalent to 650 mg /m3) (24 hours)
(iv)
Ammonia daily average (sample duration 24 hrs)
o.4mg/m3  (400 µg/m3)
(v)
Carbon monoxide
 1 hour average : 2 mg/m3
 8 hour average : 1 mg/m3
29. The ambient air quality monitoring shall be carried out by the concerned authority as per the following schedule, namely:-
(a) Six times in a year for cities having population of more than fifty lakhs;
(b) Four times in a year for cities having population between ten and fifty lakhs;
(c) Two times in a year for town or cities having population between one and ten lakhs.
Plantation at Landfill Site
30. A vegetative cover shall be provided over the completed site in accordance with the and following specifications, namely: -
(a) Selection of locally adopted non-edible perennial plants that are resistant to drought and extreme temperatures shall be allowed to grow;
(b) The plants grown be such that their roots do not penetrate more than 30 cms. This condition shall apply till the landfill is stabilised;
(c) Selected plants shall have ability to thrive on low-nutrient soil with minimum nutrient addition;
(d) Plantation to be made in sufficient density to minimize soil erosion.

Closure of Landfill Site and Post-care

31. The post-closure care of landfill site shall be conducted for at least fifteen years and long term monitoring or care plan shall consist of the following, namely :-
(a)  Maintaining the integrity and effectiveness of final cover, making repairs and preventing run-on and run-off from eroding or otherwise damaging the final cover;
(b) Monitoring leachate collection system in accordance with the requirement;
(c)  Monitoring of ground water in accordance with requirements and maintaining ground water quality;
(d)  Maintaining and operating the landfill gas collection system to meet the standards.
32.  Use of closed landfill sites after fifteen years of post-closure monitoring can be considered for human settlement or otherwise only after ensuring that gaseous and leachate analysis comply with the specified standards.
Special provisions for hilly areas
33. Cities and towns located on hills shall have location-specific methods evolved for final disposal of solid wastes by the municipal authority with the approval of the concerned State Board or the Committee. The municipal authority shall set up processing facilities for utilization of biodegradable organic wastes. The inert and non-biodegradable waste shall be used for building roads or filling-up of appropriate areas on hills. Because of constraints in finding adequate land in hilly areas, wastes not suitable for road-laying or filling up shall be disposed of in specially designed landfills.

Schedule IV
[see rules 6(1) and (3), 7(2)]
Standards for Composting, Treated Leachates and Incineration
  1. The waste processing or disposal facilities shall include composting, incineration, pelletisation, energy recovery or any other facility based on state-of-the-art technology duly approved by the Central Pollution Control Board
  2. In case of engagement of private agency by the municipal authority, a specific agreement between the municipal authority and the private agency shall be made particularly, for supply of solid waste and other relevant terms and conditions.
  3. In order to prevent pollution problems from compost plant and other processing facilities, the following shall be complied with, namely :-
                          i.    The incoming wastes at site shall be maintained prior to further processing. To the extent possible, the waste storage area should be covered. If, such storage is done in an open area, it shall be provided with impermeable base with facility for collection of leachate and surface water run-off into lined drains leading to a leachate treatment and disposal facility;
                        ii.    Necessary precautions shall be taken to minimise nuisance of odour, flies, rodents, bird menace and fire hazard;
                       iii.    In case of breakdown or maintenance of plant, waste intake shall be stopped and arrangements be worked out for diversion of wastes to the landfill site;
                       iv.    Pre-process and post-process rejects shall be removed from the processing facility on regular basis and shall not be allowed to pile at the site. Recyclables shall be routed through appropriate vendors. The non-recyclables shall be sent for well designed landfill site(s).
                        v.    In case of compost plant, the windrow area shall be provided with impermeable base. Such a base shall be made of concrete or compacted clay, 50 cm thick, having permeability coefficient less than 10–7 cm/sec. The base shall be provided with 1 to 2 per cent slope and circled by lined drains for collection of leachate or surface run-off;
                       vi.    Ambient air quality monitoring shall be regularly carried out particularly for checking odour nuisance at down-wind direction on the boundary of processing plant.


                      vii.    In order to ensure safe application of compost, the following specifications for compost quality shall be met, namely:-

Parameters

Concentration not to exceed * (mg/kg dry basis , except pH value and C/N ratio)
Arsenic
10.00
Cadmium
5.00
Chromium
50.00
Copper
300.00
Lead
100.00
Mercury
0.15
Nickel
50.00
Zinc
1000.00
C/N ratio
20-40
PH
5.5-8.5
* Compost (final product) exceeding the above stated concentration limits shall not be used for food crops. However, it may be utilized for purposes other than growing food crops.
4. The disposal of treated leachates shall follow the following standards, namely:-
S.No
Parameter
Standards
( Mode of Disposal )
Inland surface water
Public sewers
Land disposal
1
Suspended solids, mg/l, max
100
600
200
2
Dissolved solids (inorganic) mg/l, max.
2100
2100
2100
3
PH value
5.5 to 9.0
5.5 to 9.0
5.5 to 9.0
4
Ammonical nitrogen (as N), mg/l, max.
50
50
-
5
Total Kjeldahl nitrogen (as N), mg/l, max.
100
-
-
6
Biochemical oxygen demand ( 3 days at 270 C) max.(mg/l)
30
350
100
7
Chemical oxygen demand, mg/l, max.
250
-
-
8
Arsenic (as As), mg/l, max
0.2
0.2
0.2
9
Mercury (as Hg), mg/l, max
0.01
0.01
-
10
Lead (as Pb), mg/l, max
0.1
1.0
-
11
Cadmium (as Cd), mg/l, max
2.0
1.0
-
12
Total Chromium (as Cr), mg/l, max.
2.0
2.0
-
13
Copper (as Cu), mg/l, max.
3.0
3.0
-
14
Zinc (as Zn), mg/l, max.
5.0
15
-
15
Nickel (as Ni), mg/l, max
3.0
3.0
-
16
Cyanide (as CN), mg/l, max.
0.2
2.0
0.2
17
Chloride (as Cl), mg/l, max.
1000
1000
600
18
Fluoride (as F), mg/l, max
2.0
1.5
-
19
Phenolic compounds (as C6H5OH) mg/l, max.
1.0
5.0
-
Note : While discharging treated leachates into inland surface waters, quantity of leachates being discharged and the quantity of dilution water available in the receiving water body shall be given due consideration.
The incinerators shall meet the following operating and emission standards, namely:-


  1. Operating Standards
(1) The combustion efficiency (CE) shall be at least 99.00%.
(2) The combustion efficiency is computed as follows :

                %CO2  
C.E. = ------------------------ x 100
             %CO2 + %CO
B.   Emission Standards

Parameters
Concentration mg/Nm3 at (12% CO2 correction
(1)
Particulate matter
150
(2)
Nitrogen Oxides
450
(3)
HCl
50
(4)
Minimum stack height shall be 30 metres above ground
Volatile organic compounds in ash shall not be more than 0.01%.
(5)
                                                            
Note :
  1. Suitably designed pollution control devices shall be installed or retrofitted with the incinerator to achieve the above emission limits, if necessary.
  2. Wastes to be incinerated shall not be chemically treated with any chlorinated disinfectants
  3. Chlorinated plastics shall not be incinerated.
  4. Toxic metals in incineration ash shall be limited within the regulatory quantities as specified in the Hazardous Wastes (Management and Handling) Rules, 1989 as amended from time to time.
  5. Only low sulphur fuel like l.d.o., l.s.h.s or Diesel shall be used as fuel in the incinerator.


Form –I
[see rules 4(2) & 6(2)]
Application for obtaining authorization
To
The Member Secretary
---------------------------
---------------------------
1.
Name of the municipal authority/Name of the agency appointed by the municipal authority
:

2.
Correspondence address
Telephone No.
Fax No.
:

3.
Nodal Officer & designation(Officer authorised by the municipal authority or agency responsible for operation of processing or disposal facility)
:

4.
Authorization applied for (Please tick mark)
:
(a) Setting up & operation of waste processing facility
(b)Setting up & operation of disposal facility
5.
Detailed proposal of waste processing/disposal facility (to be attached) to include
:

5.1
Processing of Waste
  1. Location of site
  2. Name of waste processing technology
  3. Details of processing technology
  4. Quantity of waste to be processed per day
  5. Site clearance (from local authority)
  6. Details of agreement between municipal authority and operating agency
  7. Utilization programme for waste processed (Product utilization)
  8. Methodology for disposal of waste processing rejects (quantity and quality)
  9. Measures to be taken for prevention and control of environmental pollution
  10. Investment on Project and expected returns
  11. Measures to be taken for safety of workers working in the plant
:

5.2
Disposal of Waste
  1. Number of sites identified
  2. Layout maps of site
  3. Quantity of waste to be disposed per day
  4. Nature and composition of waste
  5. Details of methodology or criteria followed for site selection
  6. Details of existing site under operation
  7. Methodology and operational details of land filling
  8. Measures taken to check environmental pollution
:


Date
Signature of Nodal Officer


Form - II
[See rule 4(4)]
Format of Annual Report to be submitted by the Municipal Authority
  1. Name of City / Town:…………………
  2. Population ………………………
  3. Name of municipal body:………………….……………………………… and Address ……………………………………………………………… ………………………………………………………………………………
Telephone No. : ………………………….
Fax : …………………………
  1. Name of Incharge dealing with municipal solid wastes ………… …………..…………………………………………………………… with designation …………………………………………………………………..
1. Quantity and composition of solid wastes
(i) Total quantity of wastes generated per day
-----------------------------------------------------------------------------------------------------
(ii) Total quantity of wastes collected per day
-------------------------------------------------------------- ----------------------------------------
(iii)Total quantity of wastes processed for :
    1. Composting: ………………………………………………………………
    2. Vermiculture: ………………………………………………………………
    3. Pellets: ………………………………………………………………
    4. Others, if any, please specify.
(iv) Total quantity of waste disposed by land filling: …………………………………………………………………………….
a.        No. of landfill sites used : …………………………………………………………
b.        Area used: ……………………………………………………
c.        Whether Weigh bridge facilities available : Yes/No
d.        Whether area is fenced : Yes/No
e.        Lighting facility on site : Yes/No


f.         Whether equipment like Bulldozer, Compacters etc. available. (Please specify): ---------------------------------- -----------------------------------
g.        Total Manpower available on site: ---------------------------------------------
h.        Whether covering is done on daily basis: Yes/No
    1. Whether covering material is used and whether it is adequately available : -------------------------------------
j.          Provisions for gas venting provided: Available (Yes/No) /Not available
k.        Provision for leachate collection: Provisions made/ Provisions not made
2. Storage facilities
(i) Area covered for collection of wastes
:
---------------------------------------
(ii) No. of houses covered
:
---------------------------------------
(iii)Whether house-to-house collection is practiced (if yes, whether done by Municipality or through Private Agency or Non-Governmental Organisation)
:
---------------------------------------
(iv) Bins
:
---------------------------------------
Specifications Existing Proposed
(Shape & Size) Numbers for future
---------------------------------------
  1. RCC Bins (Capacity)
:

  1. Trolleys (Capacity)
:

(c) Containers (Capacity)
:

  1. Dumper Placers
:

  1. Others, please specify
:

(v)Whether all bins/collection spots are attended for daily lifting of garbage
:
Yes/No
(vi) Whether lifting of garbage from dustbins is manual or mechanical i.e. for example by using of front-end loaders (Please tick mark)
:
Manual/Loader/Others, please specify

3. Transportation

Existing number
Actually Required/Proposed
       i.        
Truck :

      ii.        
Truck-Tipper :

     iii.        
Tractor-Trailer :

     iv.        
Refuse-collector :

      v.        
Dumper-placers

     vi.        
Animal Cart :

   vii.        
Tricycle :

  viii.        
Others (pleasespecify)

4.    Whether any proposal has been made to improve solid wastes management practices
______________________________________________________________________________________________________________________________________________________
5.    Are any efforts made to call for private firms etc. to attempt for processing of waste utilising technologies like :

Waste Utilisation Technology
Proposals
Steps taken (Quantity to be processed)
                                  i.    Composting :
                                ii.    Vermiculture :
                               iii.    Pelletisation :
                               iv.    Others if any, Please specify:
6.            What provisions are available and how these are implemented to check unhygienic operations of :
                          i.        Dairy related activities:
                        ii.        Slaughter houses and unauthorised slaughtering :
                       iii.        Malba (construction debris) lifting :
                       iv.        Encroachment in Parks, Footpaths etc.:
7.        How many slums are identified and whether these are provided with sanitation facilities:
 
8.        Are municipal magistrates appointed for Taking penal action : Yes/No
[If yes, how many cases registered & settled during last three years (give year-wise details)]
9.        Hospital waste management
                  i.        How many Hospitals/Clinics under the control of the Corporation:
                ii.        What methods are followed for disposal of bio-medical wastes? :
               iii.        Do you have any proposal for setting up of common treatment facility for disposal of bio-medical wastes:
               iv.        How many private Nursing Homes, Clinics etc. are operating in the city/town and what steps have been taken to check disposal of their wastes:


Signature of Municipal Commissioner
Dated :


Form –III
[See-rule 6(2)]
Format for Issue of Authorisation
File No.: _________________
Date:____________________
To,
_____________________
_____________________
_________________________
Ref: Your application number _____________________dt. ____________
The ________________State Pollution Control Board/Pollution Control Committee after examining the proposal hereby authorizes _________________ having their administrative office at _______________________________________to set up and operates waste processing/waste disposal facility at _________________on the terms and conditions (including the standards to comply) attached to this authorization letter.
  1. The validity of this authorization is till___________. After the validity, renewal of authorization is to be sought.
  2. The ____________________State Pollution Control Board/Pollution Control Committees may, at any time, revoke any of the conditions applicable under the authorization and shall communicate the same in writing.
  3. Any violation of the provision of the Municipal Solid Wastes (Management and Handling) Rules, 2000 will attract the penal provision of the Environment (Protection) Act, 1986 (29 of1986).

      (Member Secretary)
State Pollution Control Board/
Pollution Control Committee
Date:
Place :


Form - IV
[see rule 8(1)]
Format of Annual Review Report to be submitted by the State Pollution Control Board/Committees to the Central Pollution Control Board
To
The Chairman,
Central Pollution Control Board,
(Ministry of Environment and Forests)
Government of India,
‘Parivesh Bhawan’, East Arjun Nagar,

DELHI- 110 0032.
1.
Name of the State/Union territory
:

2.
Name & address of the State Pollution Control
:

3.
Board/Pollution Control Committee Number of municipal authorities responsible for management of municipal solid wastes in the State/Union territory under these rules
:

4.
A Summary Statement on progress made by municipal authorities in respect of implementation of Schedule I [rule 4(3)]
:
Please attach as Annexure-I
5.
A Summary Statement on progress made by municipal authorities in respect of implementation of Schedule II [rules 6(1) and (3), 7(1)]
:
Please attach as Annexure-II
6.
A Summary Statement on progress made by municipal authorities in respect of implementation of Schedule III [rules 6(1) and (3), 7(2)]
:
Please attach as Annexure-III
7.
A summary statement on progress made by municipal authorities in respect of implementation of Schedule IV [rules 6(1) and (3), 7(2)]
:
Please attach as Annexure-IV

Date: _______________
Place : ________________
Chairman or the Member Secretary
State Pollution Control Board/
Pollution Control Committee


Form - V
[see rule 9]
Accident reporting
1.
Date and time of accident
:

2.
Sequence of events leading to accident
:

3.
The waste involved in accident
:

4.
Assessment of the effects of the accidents on human health and the environment
:

5.
Emergency measures taken
:

6.
Steps taken to alleviate the effects of accidents
:

7.
Steps taken to prevent the recurrence of such an accident
:


Date : ……………
Signature : ………………………
Place : ……………
Designation : ……………………

V. Rajagopalan, Jt. Secy.
[F.No.17-2/95-HSMD]

Guidelines for Selection of Landfill Site

$
0
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Guidelines for Selection of Landfill Site
The Board has also formulated locational guidelines for selection of engineered sanitary landfill site.  The minimum distance of the proposed landfill site from habitation, water bodies, Air Ports etc., shall be as follows:
      Lakes or Ponds >200mts,
      River >100mts,
      Highways >200mts,
      Habitation >1000mts,
      Public parks >300mts,
      Airport >20 Kms,
      Drinking water supply wells > 500mts,
      Sea coast > 500mts.

Noise : (Ambient Air Quality Standards)

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Noise : (Ambient Air Quality Standards)

Area CodeCategory of AreaLimit in dB (A) Leg
Day timeNight Time
AIndusrial Area7570
BCommercial Area6555
CResidential Area5545
DSilenee Zone5040

Note - 1Day time is reckoned in between 6 A.M. and 9 P.M
Note - 2Night time is reckond in between 9 P.M. and 5 A.M.
Note - 3Silence zone is defined as areas upto 100 metres around such premises as hospitals, educational institutions and courts. The silence zones are to be declared by the Competent Authority.
Note – 4Mixed categories of areas should be declared as "one of the four above metioned categories by the Competent Authority and the corresponding standard shall apply.
  1. Noise Limits for Automobiles (Free Field at 7.5 metre in Db(A) at the Manufacturing Stage) to be Achieved by the year 1992 
            a) Motorcycle, scooters & three wheelers                                           80

            b) Passenger cars                                                                                     82

            c) Passenger or commercial vehicles upto 4 tonne                             85

            d) Passenger or commercial vehicles above 4 tonne                          89
               and upto 12 tonne

            e) Passenger or commercial vehicles exceeding 12 tonne                  91

  1. Domestic Applicances and Contruction Equipments at the Manufacturing Stage to be Achieved by the Year, 1993 Db (A)
             a) Window air Conditioners of 1 tonne to 1.5 tonne                         68

             b) Air collers                                                                                            60

             c) Refrigerators                                                                                        46

             d) Diesel generators for domestic purposes                                       85 to 90

             e) Compactors (rollers), front loaders, mixers,                                    75
                 Cranes (movable) vibrators and saws.

New Project Launched to Address Micronutrient Deficiencies in Humans through Crop Fertilization

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New Project Launched to Address Micronutrient Deficiencies in Humans through Crop Fertilization




Paris, France, - The International Fertilizer Industry Association (IFA) is pleased to announce continued support to the HarvestZinc Fertilizer Project, which will further explore how best to address micronutrient deficiencies in humans through crop fertilization practices in Brazil, China, India, Pakistan, Thailand, Turkey and South Africa in major staple food crops.
Initially launched in 2008, this third phase of the HarvestZinc Fertilizer Project seeks to improve zinc fertilization practices to further increase zinc density in grain. In addition to zinc, this phase will also address other essential micronutrients, such as iron, iodine and selenium, whose deficiencies affect billions of people worldwide. Zinc deficiency is the most common of all such deficiency and affects the health of at least 1/3 of the world population. 1.5 million children die each year from zinc deficiency induced diarrhea.

“Plant nutrition is a crucial factor for addressing food and nutrition security. Not only do plant nutrients increase crop yields to help meet burgeoning food demand, but fertilizers that include micronutrients essential to humans can also be an effective tool to eradicate certain forms of malnutrition,” states IFA President, Ms Esin Mete, CEO of Toros Agri in Turkey who pioneered efforts in Turkey to eradicate zinc deficiency through crop fertilization.

Zinc is a key micronutrient, both for crops and human health. Regions with a high incidence of zinc deficient soils are also characterized by widespread zinc deficiency in human populations with dramatic health consequences. “Zinc fertilization is an impressive success story in combating malnutrition and should be replicated worldwide as 50% of the world’s cereal-cultivated soils are zinc deficient, and recent estimates indicate that at least two billion people are also zinc deficient”, points Ismail Cakmak, Professor at Sabanci Univeristy and coordinator of the HarvestZinc Project.

In order to scale up best management practices for enrichment of grains with zinc, IFA has been supporting the HarvestZinc Fertilizer Project since its onset. Results of the first two phases have shown that foliar application is highly effective to raise the zinc content of crops. They have also shown that a doubling in grain zinc concentrations can be achieved, in particular in wheat. In addition, it has clearly demonstrated that enrichment of seeds with zinc has very positive effects on seed germination and seedling vigor. There was no adverse effect on grain zinc when zinc was sprayed on leaves together with insecticides or fungicides. The third phase aims at further improving zinc fertilization practices in 7 countries, and at testing cocktails of micronutrients to also increase grain density in iron, iodine and selenium for two major staple food crops wheat and rice. Experiments have been planned to demonstrate that a fertilizer strategy is needed for improving and maximizing the success of plant breeding programs aiming at increasing grain zinc.  It will build on successful experiences, such as that of selenium in Finland.

In parallel, IFA has decided to co-sponsor another project focusing solely on iodine fertilization in partnership with one of its members, the Chilean company Sociedad Quimica y Minera (SQM) and a large food company in order to improve the state of knowledge in this very little studied research field.

Good nutrition not only extends and improves the quality of people’s lives but also plays a significant role in boosting their productivity and in sustaining a healthy economy. The UN Food and Agriculture Organization (FAO) estimates that malnutrition alone costs the global economy around $3.5 trillion dollars each year (around 5% of global GDP) due to lost productivity and healthcare costs.

The fertilizer industry feels that it has a key contribution and responsibility in the fight against hunger and malnutrition. “Fertilizers can not only provide sufficient food by increasing yields but also nutritious food, rich with micronutrients that are most needed by children”, says Charlotte Hebebrand, IFA’s Director General. To this end, the fertilizer industry was the first business group to endorse the United Nations’ Zero Hunger Challenge and has been lobbying actively for micronutrient deficiencies and malnutrition to be recognized in the Sustainable Development Goals (SDGs). The industry follows the FAO’s goal of eradicating hunger in our lifetime and the High Level Task Force on Food Security’s to eliminate stunting. The fertilizer industry is hopeful that after zinc, agronomic biofortification of other micronutrients, such as iodine or selenium, will be the industry’s next human health success story.
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