Combining Liquid Chromatography Time-Of-Flight Mass Spectrometry for Water Screening with Software Tools to Identify Pesticides and Their Metabolites

Total Page:16

File Type:pdf, Size:1020Kb

Combining Liquid Chromatography Time-Of-Flight Mass Spectrometry for Water Screening with Software Tools to Identify Pesticides and Their Metabolites VOL. 23 NO. 6 (2011) AARTICLERTICLE Combining liquid chromatography time-of-flight mass spectrometry for water screening with software tools to identify pesticides and their metabolites Wolfgang Schulza and André Schreiberb aLaboratory for Operation Control and Research, Landeswasserversorgung, Germany. E-mail: [email protected] bAB SCIEX, Concord, Ontario, Canada Introduction removes the smallest particles of organic chromatography (LC) coupled with The Landeswasserversorgung (LW) is one contaminants. Finally, the water is disin- mass spectrometry, GC-MS and LC-MS, of the largest water supply companies in fected with chlorine dioxide as a security respectively, to monitor the presence of Germany; it is responsible for providing measure to keep the drinking water safe hundreds of organic contaminants that safe drinking water to more than 250 during transportation to the consumer. are routinely found in water, including cities across the south-west of the coun- Drinking water is strictly regulated and pesticides, industrial chemicals, pharma- try. LW supplies up to 450,000 m3 per the German Drinking Water Ordinance ceuticals and their by-products. These day (6500 s–1) to its 3 million custom- requires over 100 individual param- contaminants can find their way into ers, taken from three different raw water eters to be inspected. For the LW, this water sources directly and indirectly, resources: ground water (from the amounts to over 300,000 separate such as through landfill leachates or Danube marshland), spring water (Egau analyses per year, for which the LW runs accidents and via wastewater treatment waterworks) and the River Danube. Raw its own Laboratory for Operation Control plants. water is extracted from these sources and Research (LOCR) at the Langenau The LW tries to identify all organic and pumped to one of LW’s waterworks waterworks site. This laboratory is respon- substances at trace-level concentrations in Langenau or Dischingen, for rigorous sible for chemical, physico–chemical in its water sources. This approach has a treatment and testing in order to produce and microbiological analyses, provided number of challenges: in particular, many the highest quality drinking water. Water by around 30 staff. The analyses include of the compounds are present at only from the River Danube, for example, monitoring pH, water hardness, micro- very low concentrations, meaning the passes through six stages, beginning biological contaminants (for example, analytical methods must be extremely with two pre-treatment plants for the coliform bacteria, E. coli, Enterococcus, sensitive, but also able to detect diverse removal of humic and clouding materi- and colony count) and inorganic and compounds, including those with low or als, followed by the oxidative removal organic parameters. The laboratory high polarity. Another challenge is coping of flavours and odorous substances and uses a range of chromatography and with the vast number of contaminants oxidation and disinfection of the water at spectrometry-based techniques to (hundreds or thousands) that may be an ozone plant. The water then under- monitor and profile levels of contami- present in any given sample. Finally, a goes a dual-layer filtration process (with nants in raw and treated water (see major challenge is the question of how to hydroanthracite and sand) to remove Table 1). The laboratory has particular detect and identify contaminants that are residual suspended substances, followed expertise in organic trace analysis, using not necessarily expected to be present, by activated carbon filtering, which gas chromatography (GC) and liquid both rapidly and cost-effectively. 18 SPECTROSCOPYEUROPE www.spectroscopyeurope.com VOL. 23 NO. 6 (2011) AARTICLERTICLE Table 1. Range of techniques used by the LW to monitor levels of contaminants in raw and Developing non-target treated water. screening for water Class Examples Analysis method quality testing Inorganic compounds Scientists at LW perform NTS using LC-ToF-MS/MS, using software to iden- Anions Sulfate, chloride, nitrate Ion chromatography tify all peaks present in a sample after Phosphate, ammonium, Photometry non-targeted data acquisition. When a silicate, chlorine dioxide, ozone non-targeted, unexpected compound is discovered, it is important to be able Calcium, magnesium, sodium, to subsequently confirm and identify Cations and heavy metals potassium, iron , chromium, ICP-MS copper, uranium that compound, therefore the mass spectrometer must be sufficiently sensi- Organic compounds tive to detect and identify the compound Pesticides & metabolites Carbofuran, directly, while at the same time having methiocarb sulfone LC/MS and GC/MS high mass accuracy for components Organic chlorine compounds PCB, lindane present at very low concentrations. Industrial chemicals Benzotriazoles The LW started develop- Pharmaceuticals Sulfadiazene, carbamazepine, ing LC-ToF-MS/MS-based methods sulfamethoxazole, iodinated combined with electrospray ionisation x-ray contrast media (ESI) for non-target screening about Aromatic compounds Benzene, xylene five years ago. The approach has the advantage of providing information Benyzl chloride Volatile halogenated on all organic substances in a sample compounds trichloroethene, chloroform, chloroethene that are detectable with this system; Complexing agents EDTA however, there were also a number of disadvantages that the scientists are in the process of addressing. The main issue was sensitivity, and a sample preparation step—solid phase Non-target and a mass spectral library for identification. extraction (SPE)—had to be included, multi-target screening Comparison of the total ion chroma- which leads to interferences. These In general, there are two different tograms (TIC) of unknown samples to had to be removed by blank subtrac- approaches to MS-based screen- that of the control reveals compounds tion during NTS, which was not straight- ing: non-target screening (NTS, also that are either unique to the sample, forward since, initially, the LOCR didn’t known as general unknown screen- or those that are present at signifi- have software capable of performing the ing) and multi-target screening. For cantly higher concentrations than in required calculations. NTS, a single survey scan is carried out the control. Thus, the aim of NTS is to Other challenges to overcome over a defined mass range to discover detect all substances that are accessi- included the difficulties of data analy- which compounds are present in a ble to the particular analysis technique, sis, the need for multivariate statistical sample, prior to their identification with a focus on unexpected or unknown methods, and the need for standard- and quantification. This is commonly substances. ised procedures, particularly with the used when monitoring environmental Multi-target screening, in contrast, large amount of data that NTS gener- samples, for example, that may contain searches for a predefined list of ates. Finally, improved methods were a large number of diverse, unknown compounds in a multiple reaction moni- needed for identification of detected contaminants. toring (MRM) or single ion monitor- compounds, particularly when inter- The MS survey scan could be a time- ing (SIM) experiment. MRM mode is preting accurate mass MS/MS data. The of-flight (ToF), a quadrupole or an ion generally preferred for targeted screen- LOCR’s researchers have spent several trap scan, although high-resolution ing because of its higher selectivity and years overcoming these problems, and instruments such as ToF are generally sensitivity and high S/N.1,2 This allows have recently published a more sensi- used for NTS procedures, due to their direct quantification of target analytes tive, fast and powerful general screening better signal-to-noise (S/N) ratio in at the ng L–1 range, without the need for method that allows rapid comparison scanning mode. The scan can automati- prior enrichment.3 Once a compound between samples and identification of cally trigger the acquisition of a product is detected above a defined thresh- relevant compounds from the vast data ion spectrum if a detected compound’s old, a product ion scan is collected and generated.4 signal is above a defined threshold. This compared against a mass spectral library As an initial step, the scientists devel- spectrum can then be searched against to enhance confidence in detection. oped a highly sensitive LC-MS/MS www.spectroscopyeurope.com SPECTROSCOPYEUROPE 19 VOL. 23 NO. 6 (2011) AARTICLERTICLE multi-targeted screening method using verification of transformation products. information that could not be obtained a QTRAP 5500 System (AB SCIEX, USA), Samples (100 μL) are analysed using previously. The software then produces that allowed direct injection of the water direct injection ToF mass spectrometry, mass vs retention time scatter plots (see sample into the LC system, without the with the following settings: gas 1 40 psi, Figure 1), which represent all the organic need for pre-concentration.3 Since then, gas 2 50 psi, curtain gas 40 psi, temper- trace substances in the sample that are new ToF technology (such as the Triple ature 550°C, Voltage +5500 V resp. recognised by the method. TOF 5600, AB SCIEX) with higher mass –4500 V; scan range 50–1050 m/z. A critical factor of this new approach is resolution and high scan speeds has The resolution power was >38,000 to be able to differentiate between infor- been used that allowed further method at 922.0097 m/z and >20,000 at mation that is identical across different improvement. Another advance was 121,0508 m/z for ESI+, and >38,000 samples and information that is differ- brought about by new, faster software at 980.0164 and >22,000 at 119.0363 ent, such as the presence of a new and algorithms for peak finding and for ESI–. compound in a sample. This is achieved comparing samples. The higher resolution of new ToF tech- by selecting compounds to be submitted The new approach consists of three nology makes it possible to generate full for further identification on the basis of steps: screening/data evaluation, data- sample scans, very rapidly. Speed is really their likely relevance, based on set theory.
Recommended publications
  • Preliminary Close-Out Report (PCOR) Documents That the Construction Activities for the Avtex Fibers Superfund Site (Site) Have Been Completed
    SUPERFUND PRELIMINARY CLOSE-OUT REPORT Avtex Fibers Superfund Site Front Royal, Warren County, Virginia EPA ID VAD0070358684 I. INTRODUCTION This Preliminary Close-out Report (PCOR) documents that the construction activities for the Avtex Fibers Superfund Site (Site) have been completed. This determination was conducted in compliance with the Close-out Procedures for National Priorities List Sites (OSWER Directive 9320.2-22, May 2011). The U.S. Environmental Protection Agency (EPA) and the Commonwealth ofVirginia conducted a pre-final inspection on July 1, 2014 and determined that the potentially responsible pru.ty (PRP) constructed the remedy in accordance with approved design plans and specifications. No additional construction activities are anticipated. The PRPs have initiated activities necessary to achieve performance standards and site completion. II. SUMMARY OF SITE CONDITIONS Background The A vtex Fibers Superfund Site is a former rayon manufacturing facility consisting of approximately 440 acres, located in Front Royal, Virginia. The Norfolk Southern railroad runs through the middle of the Site separating the former production facilities on the eastern side of the railroad tracks from the disposal units located on the western side of the railroad tracks. Residential areas are located to the east, south and north of the property boundaries. The South Fork Shenandoah River is located along the western portion of the property. The location of the Site is shown on Figure 1. A photo of the Site taken in May 2014 from an overlook in Skyline Drive in Shenandoah Park is provided in Appendix 1. The Site was proposed for the National Priorities List (NPL) on October 15, 1984 (49 FR 40320) and listed on the NPL on June 10, 1986 (51 -FR 21 054) due to the discovery of groundwater contamination in residential wells, and the first ROD, selecting a "pump and treat" remedy for groundwater, was issued in September 1988.
    [Show full text]
  • Wastewater Treatment Technologies List.Cdr
    GK.TAMILGOD.ORG List Of Wastewater Treatment TECHNOLOGIES TECHNOLOGIES G K . T A M I L G O D . O R G G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . Wastewater Treatment Technologies Activated sludge model Activated sludge systems Adsorption/Bio-oxidation process Advanced oxidation process Aerated lagoon Aerobic granular reactor Aerobic granular sludge technology Aerobic granulation Aerobic treatment system Anaerobic clarigester Anaerobic digester types Anaerobic digestion Anaerobic filter Anaerobic lagoon Anammox API oil-water separator Belt filter Bioconversion of biomass to mixed alcohol fuels Biofilters Bioreactor Bioretention Biorotor Capacitive deionization Carbon filtering Cesspit Chemical addition wastewater treatment Clarifier Coarse bubble diffusers Composting toilet Constructed wetland Cross-flow filtration Dark fermentation Decentralized wastewater system Diffuser (sewage) Page 01 G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . Wastewater Treatment Technologies Dissolved air flotation Dissolved gas flotation Desalination Distillation EcocyclET systems Electrocoagulation Electrodeionization Electrodialysis Electrolysis Enhanced biological phosphorus removal Expanded granular sludge bed digestion Extended aeration Facultative lagoon Fenton's reagent Filtration Fine bubble diffusers Flocculation & sedimentation Flotation process Forward osmosis Froth flotation Hydrocyclone Imhoff tank Induced gas flotation Ion exchange Lamella clarifier (inclined plate clarifier)[1] Living machines Maceration (sewage) Media filter Membrane bioreactor Membrane distillation Membrane fouling Microbial fuel cell Microflotation Moving bed biofilm reactor Page 02 G K .
    [Show full text]
  • Wastewater Treatment and Its Process Dr
    Wastewater Treatment and Its Process Dr. Sai Bhavani Sevella¹, Saileja Sevella² 1Assistant Professor, Department of Environmental science, Nizam College, Osmania University, Hyderabad, Telangana, India. 2Assistant Professor, Department of Business Management, University College for women, Koti, Hyderabad, Telangana, India. Abstract: Waste water is the used water, wastewater treatment as water use because it is so interconnected with the other uses of water. Much of the water used by homes, industries, and businesses must be treated before it is released back to the Environment. Nature has an amazing ability to cope with small amounts of water wastes and pollution, but it would be overwhelmed if we didn't treat the billions of gallons of wastewater and sewage produced every day before releasing it back to the environment. Water treatment plants reduce pollutants in wastewater to a level nature can handle. In this paper, the focus is on wastewater treatment and process of treating sewage water. Keywords: Environment, Pollutants, Treatment plants, Wastewater. 1 Introduction Wastewater (or waste water) is any water that has been contaminated by human use. Wastewater is "used water from any combination of domestic, industrial, commercial or agricultural activities, surface runoff or storm water, and any sewer inflow or sewer infiltration". Therefore, wastewater is a by product of domestic, industrial, commercial or agricultural activities. The characteristics of wastewater vary depending on the source. Types of wastewater include: domestic wastewater from households, municipal wastewater from communities (also called sewage) and industrial wastewater. Wastewater can contain physical, chemical and biological pollutants. Households may produce wastewater from flush toilets, sinks, dishwashers, washing machines, bath tubs, and showers.
    [Show full text]
  • The Usage of Domestic Water Filtration Systems in Malaysia
    CORE Metadata, citation and similar papers at core.ac.uk Provided by University of Southern Queensland ePrints University of Southern Queensland Faculty of Engineering and Surveying The Usage of Domestic Water Filtration Systems in Malaysia A dissertation submitted by LAW BEE BEE In fulfillment of the requirements of Courses ENG4111 and 4112 Research Project towards the degree of Bachelor of Civil Engineering Submitted: October, 2005 ABSTRACT Water is closely related to human health as there is about 70% of water found in human bodies. In the recent years, consumers are concern about the quality of tap water due to the water pollution issues published in the mass media. Manufacturers and distributors of domestic water treatment systems took this opportunity to promote their own water filtration systems. Different types of domestic water treatment systems have been introduced to the public. In this research project, six types of domestic treatment methods were identified, namely activated carbon filter, membrane filter, reverse osmosis system, distillation system, ultraviolet light system and combination unit. The theories and technologies involved in each type of water treatment system are being studied. From the literature review, the mechanisms involved are convincing and almost ideal. In order to investigate the effectiveness of each water treatment system, laboratory experiments have been conducted to justify the reported results. The laboratory experiments take into account parameters such as apparent colour, turbidity, total free chlorine, total aluminium, total iron and total chromium. Three samples of each treatment method are collected in order to obtain the average value. The percentage removal of each parameter is obtained by taking readings before and after treatment.
    [Show full text]
  • A Study of the Fluid Dynamics Involved in Water Purification
    Project Number: MQP 4501_MQF_B11 A STUDY OF THE FLUID DYNAMICS INVOLVED IN WATER PURIFICATION METHODS WITH REVERSE-OSMOSIS by Shane Bellingham, Robert Flaherty, Daniel Metcalf, Alex Pittera, Jose Sosa, and Garret Yablonski A Major Qualifying Project Submitted to the Faculty of the WORCESTER POLYTECHNIC INSTITUTE In partial fulfillment of the requirements for the Degree of Bachelor of Science in Mechanical Engineering ______________________ _______________________ _____________________ Shane Bellingham Robert Flaherty Daniel Metcalf ______________________ _______________________ _____________________ Alex Pittera Jose Sosa Garret Yablonski APPROVED: DECEMBER 2011 _______________________________ Professor M.S. Fofana, Major Advisor Mechanical Engineering Department ABSTRACT The purpose of the report is to analyze the most promising methods for distilling pure water from otherwise unusable water: reverse osmosis with several stages of preprocessing. By forcing the intake water through a fine membrane the system removes the need for heat, hence combustion, to be used to purify the water. High pressures in the filtration process allow a person to utilize salt water, which comprises almost all of the available water on the planet, and also waste water to create a distillate which is safely consumable by a human and for use in electronic cooling systems. Eliminating fuel consumption in the system decreases cost significantly and creates an environmentally friendly system out of a process usually responsible for the release of large quantities of greenhouse gases. Preprocessing allows even the most polluted waters to safely be passed through the membranes without the destruction normally caused by chemical pollutants found in many freshwater areas. To increase the efficiency of the system, the fluid dynamics through the pipes and pump were analyzed to search for areas of weakness in the design.
    [Show full text]
  • Treatment of Sand Filter Backwash Water from Water Treatment Plant
    International Journal of Advanced Science and Technology Vol. 29, No. 7, (2020), pp. 12130 - 12137 Treatment of Sand Filter Backwash Water from Water Treatment Plant Ashutosh Diwakar1, Ahire Rituja2, Gosavi Shubhangi3, Ahire Suvarna4, Yakub Ansari5 1,2,3,4UG Scholar in Department of Civil Engg. MMANTC, Mansoora, Malegaon(Nashik), India 5Assistant Professor in Department of Civil Engg. MMANTC, Mansoora, Malegaon(Nashik), India Abstract In this study several tests were conducted to investigate the possibility of re-use the filter backwash water. Backwashing is done to prevent sand-granular-gravel filter media from clogging due to increased passage of particles and microorganism. Which results in wastage of water, it is a very common problem in WTP. The amount of wash water generated estimated at a rate of (10-15%) of the amount of purified water in the plant. Sand filter backwash water (SFBW) and sludge water are generated in most of drinking WTP. Good quality of water can be obtained by recycling of SFBW by adopting proper treatment. Experiments were conducted on Raw Water (RW) and SFBW samples from Surface WTP. Reuse of SFBW is of great interest. Jar test was performed with other parameters such as turbidity, color, odor and total suspended solids were recorded for RW, SFBW and found significant differences. Results indicated that in quality of RW and SFBW can be achieved with proper treatment. Keywords: SFBW, RW, Filtration, Reuse, Pre-Treatment, Water, Activated Charcoal 1. Introduction Actually, only 1% of the world's water is usable to us. About 97% is salty sea water, and 2% is frozen in glaciers and polar ice caps.
    [Show full text]
  • Design and Fabrication of Hand Pump Operated Water Purification
    IJIRST –International Journal for Innovative Research in Science & Technology| Volume 1 | Issue 11 | April 2015 ISSN (online): 2349-6010 Design and Fabrication of Hand Pump Operated Water Purification System using Reverse Osmosis Nikhil Jacob Zachariah Vimal P Sunil Department of Mechanical Engineering Department of Mechanical Engineering Saintgits College of Engineering Saintgits College of Engineering Sachin Tomy Vijith K Department of Mechanical Engineering Department of Mechanical Engineering Saintgits College of Engineering Saintgits College of Engineering Abstract Drinking water is a necessity to which millions of people throughout the world have limited access. Water is often seen as the most basic and accessible element of life, and seemingly the most plentiful. More than a billion people lack access to drinking Water. Simply providing access to clean Water could save two million lives each year. As the population grows, the freshwater available to each resident dwindles. Water purification is the removal of contaminants from untreated water to produce drinking water that is pure enough for human consumption. Substances that are removed during the process include parasites, bacteria, algae, viruses, fungi, minerals (including toxic metals such as lead, copper and arsenic), and man-made chemical pollutants. In this paper, an apparatus and methods for producing purified drinking water are disclosed. A hand pump is used in a closed system to generate pressure to pass the water through a series of filters and a reverse osmosis membrane to obtain potable water at the outlet. The flow obtained was analysed using ANSYS and the system delivering highest output was chosen. The project facilitates the availability of pure drinking water without using any electrical components or devices.
    [Show full text]
  • Removing Pharmaceuticals from Water Doesn't Come Cheap Or Easy
    1/24/2019 Removing Pharmaceuticals From Water Doesn't Come Cheap Or Easy FOUNTAIN VALLEY, Calif. — Shivaji Deshmukh drinks water extracted from raw sewage. He knows the water is clean because his job is to help make it so as an engineer at the Orange County Water District. “It’s an efficient, cheap water supply — and it’s the best quality,” says Deshmukh, amid the hiss of machines at the state-of-the-art facility. Performing the recycling transformation requires a battery of treatments. Wastewater strained and disinfected at an adjacent sewage treatment plant is first filtered through tiny straws. Then, in a process called reverse osmosis, the water is forced across a spiraled sheet of plastic with holes so small that little else can slip through. In the final phase, the water is zapped with ultraviolet light. The three-step operation is one of the most sophisticated cleansing systems anywhere. While the incoming water contains minuscule levels of prescription drugs, tests for any traces of a half-dozen pharmaceuticals, conducted as the treated water leaves the plant, detect nothing. The end product supplies more than 500,000 Orange County residents for a year, nearly one-quarter of the district’s potable water needs. The cleansing procedure illustrates how difficult — and expensive — it is to scrub virtually every iota of contaminant from our supplies. The standard ways of cleaning water are not designed to snare the tiny amounts of prescription drugs that survive digestion, and then, with a flush of the toilet, begin their journey toward America’s taps. It’s not an academic exercise: According to an Associated Press investigation, scientists have found that water piped to tens of millions of people nationwide contains minute concentrations of dozens of pharmaceuticals from tranquilizers to painkillers to antibiotics.
    [Show full text]
  • Waste Water Treatment: an Overview
    EDITORIAL NOTE Waste water treatment: An overview Bajpai EDITORIAL Wastewater treatment is a process used to remove contaminants from sludge in a wastewater treatment plant. Disposal options for dried solids vary wastewater or sewage and convert it into an effluent that can be returned with the type and concentration of impurities removed from water. to the water cycle with acceptable impact on the environment, or reused Solids such as stones, grit, and sand may be removed from wastewater by for various purposes (called water reclamation). The treatment process gravity when density differences are sufficient to overcome dispersion by takes place in a wastewater treatment plant (WWTP), also referred to as a turbulence. This is typically achieved using a grit channel designed to produce Water Resource Recovery Facility (WRRF) or a Sewage Treatment Plant an optimum flow rate that allows grit to settle and other less-dense solids to be (STP) in the case of domestic wastewater. Pollutants in wastewater are carried forward to the next treatment stage. Gravity separation of solids is the removed, converted or broken down during the treatment process. primary treatment of sewage, where the unit process is called "primary settling The treatment of wastewater is part of the overarching field of sanitation. tanks" or "primary sedimentation tanks." It is also widely used for the treatment Sanitation also includes the management of human waste and solid waste of other types of wastewater. Solids that are denser than water will accumulate as well as stormwater (drainage) management. The main by-product from at the bottom of quiescent settling basins.
    [Show full text]
  • 0 0 14 Aug 2020 161244147
    Proposed Synthetic Organic Chemicals M/s R.J. Industries. Industry at Plot No. 2662/61, Village Bhujela, Tehsil Pindwara, District Sirohi, Rajasthan COST OF PROPOSED PROJECT Type of Cost Cost in Rupees Specification involved (Crores ) Land cost 0.3 4169.77 sqm Plant 0.8 Civil work- Rs 0.30 Cr Commissioning –Rs 0.70 Cr Steel work Labour Shed work Rs 0.65 Machinery 0.8 For dyes intermediate plants Air Pollution Control device 0.9 Bag filter ETP 0.8 ETP (15 KLD) RO & MEE 0.9 Three Stage MEE Pre-operative cost 0.25 Site preparation and others cost before commencement of commercial operations Contingency 0.85 18% of total cost Total 5.6 Proposed Synthetic Organic Chemicals M/s R.J. Industries. Industry at Plot No. 2662/61, Village Bhujela, Tehsil Pindwara, District Sirohi, Rajasthan BUDGET FOR EMP IMPLEMENTATION Sr. No. Component Particulars Capital Recurring Investment Expenditure per (Lakhs) Annum (Lakhs) 1 Air Bag filters 90 05 2 Water ETP comprising of pre-primary, primary, 80 05 secondary & tertiary treatment, STP, etc. 3 Rain Water Installation of RWH System & Annual 06 01 Harvesting Cleaning of RWH tank 4 Hazardous Waste Purchase of Additional Containers for 05 02 Area and its Storage of Hazardous Waste Management 5 Occupational Health Health medical checkup of workers, 02 01 & Safety PPEs for Workers. Emergency Preparedness, Fire hydrant systems, fire extinguishers, emergency control room, HAZOP study 6 Environment Environment Monitoring as per 01 0.5 Monitoring & monitoring plan Management 7 Green Belt Development and maintenance of green 05 01 belt Total (Rs.) 189 15.5 Scanned by CamScanner 8/11/2020 Timeline TimeLine Details Proposal received date at each stage of flow.
    [Show full text]
  • Sewage Treatment Plant
    A PROJECT ON... SEWAGE TREATMENT PLANT Under the direction of... MENTOR: Mr. Kuldeep (Civil Engg.) CIVIL ENGINEERING DEPARTMENT DPG POLYTECHNIC, SECTOR-34 GURUGRAM HARYANA CREATED BY NAVEEN KUMAR-150660700058 (LEADER) ANKIT LOHAT-150660700010 MANISH KHATRI-150660700045 MIHIR SRIVASTAVA-150660700051 NANDAN GIRI-150660700057 INTRODUCTION:- • Sewage treatment is the process of removing contaminants from wastewater, primarily from household sewage. Physical, chemical, and biological processes are used to remove contaminants and produce treated wastewater (or treated effluent) that is safer for the environment. IMPORTANCE OF SEWAGE WATER TREATMENT PLANT:- It is very important to provide some degree of treatment to wastewater before it can be used for agricultural or landscape irrigation or for aquaculture. The principal objective of sewage treatment is generally to allow human effluents to be disposed of without danger to human health or unacceptable damage to the natural environment. According to a research, a large number of people die from water born diseases in most of the developing countries. Therefore, it is very important to get the proper treatment of the water for a healthy living. SOURCES OF WASTE WATER:- Human waste Washing water Rainfall collected on roofs, yards Domestic sources Direct entrance of river water Highway drainage Industrial waste Layout of sewage treatment:- SEWAGE TREATMENT PROCEDURE:- Sewage treatment generally involves three stages, called- PRIMARY TREATMENT SECONDARY TREATMENT TERTIARY TREATMENT PRIMARY TREATMENT:- Primary treatment removes all materials that can be easily collected from the raw sewage. Tree limbs, leaves, branches, and other large objects Removed from sewage. sewage water passes through a bar screen to remove all large objects like cans, rags, sticks, plastic packets etc.
    [Show full text]
  • 1 0 Alibunar Biogas Plant Construction Project PDD V7 2
    PROJECT DESIGN DOCUMENT FORM (CDM-SSC-PDD) - Version 03 CDM – Executive Board CLEAN DEVELOPMENT MECHANISM PROJECT DESIGN DOCUMENT FORM (CDM-SSC-PDD) Version 03 - in effect as of: 22 December 2006 CONTENTS A. General description of the small scale project activity B. Application of a baseline and monitoring methodology C. Duration of the project activity / crediting period D. Environmental impacts E. Stakeholders’ comments Annexes Annex 1: Contact information on participants in the proposed small scale project activity Annex 2: Information regarding public funding Annex 3: Baseline information Annex 4: Monitoring Information 1 PROJECT DESIGN DOCUMENT FORM (CDM-SSC-PDD) - Version 03 CDM – Executive Board Revision history of this document Version Date Description and reason of revision Number 01 21 January Initial adoption 2003 02 8 July 2005 • The Board agreed to revise the CDM SSC PDD to reflect guidance and clarifications provided by the Board since version 01 of this document. • As a consequence, the guidelines for completing CDM SSC PDD have been revised accordingly to version 2. The latest version can be found at <http://cdm.unfccc.int/Reference/Documents >. 03 22 December • The Board agreed to revise the CDM project design 2006 document for small-scale activities (CDM-SSC-PDD), taking into account CDM-PDD and CDM-NM. 2 PROJECT DESIGN DOCUMENT FORM (CDM-SSC-PDD) - Version 03 CDM – Executive Board SECTION A. General description of small-scale project activity A.1 Title of the small-scale project activity: Alibunar Biogas Plant Construction Project Document version: 7.2 Date: 28/12/2012 A.2. Description of the small-scale project activity: The proposed Alibunar methane recovery and power production CDM project activity (the “project”) is improving on the existing open lagoon animal waste management system (AWMS) to reduce harmful greenhouse gas (GHG) emissions through methane recovery and displacement of carbon intensive grid electricity with renewable biogas energy.
    [Show full text]