1 Proceedings of the 155Thmeeting of State Environment Impact
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NREGA ROLL NO. LIST for TEST DATED 21/02/2019 Roll No
NREGA ROLL NO. LIST FOR TEST DATED 21/02/2019 Roll No. Post Name Name Of Candidate Father's Name Dob Address District 1 2 3 4 5 6 7 Amarpreet Singh Sukhmander St.No.1,Sahibjada Jujar 1 Tech. Co.Or. 13.02.1990 Bathinda Mahal Singh Singh Nagar Near Police Thana, 2 Grs Aakash Sukhveer Singh 25.10.1999 Sada Patti, Jaito, Faridkot Faridkot Dabri Khana Road, Shemsher Grs Aftar Singh 12.07.1996 Kuddo Patti, Jaito, Faridkot Singh Faridkot Tech.Ass. Aftar Singh Shamser Singh 12.07.1996 Vpo Kudo Patti Jaitu Faridkot 3 Shamsheer Assistant Aftar Singh 12.07.1996 Dabrikhana Road Jaitu Faridkot Singh Shamsher Tech. Co.Or. Aftar Singh 12.07.1996 Kaddo Patti Jaito Faridkot Singh Vill Dhab Guru Ki, Po 4 Grs Ajadvinder Singh Roop Singh 06.09.1989 Kohar Wala Teh:Kkp, Faridkot Dist Faridkot 5 Assistant Ajay Raj Kumar 13.02.1989 Bharat Nagar, Ferozpur Village Sadiq, 6 Grs Ajmer Singh Jarnail Singh 05.03.1988 Faridkot Distt.&Tehsel Faridkot Balbir Basti, Street No. 7 Grs Akashdeep Singh Geja Singh 15.11.1995 9 (L), House No. 474, Faridkot Faridkot Lajpat Nagar, Street Block Co- Akshay Garg Jaipal Garg 19.01.1988 No. 6 B, Kotkapura, Faridkot Ordinator 8 Distt Faridkot Lajpat Nagar, Street Grs Akshay Garg Jaipal Garg 19.01.1988 No. 6 B, Kotkapura, Faridkot Distt Faridkot Vil Badiala, Po Grs Amandeep Kaur Darshan Singh 27.04.1992 Jaid,Teh Mour, Dist Bathinda 9 Bathinda Vil Badiala, Po Social Co- Amandeep Kaur Darshan Singh 27.04.1992 Jaid,Teh Mour, Dist Bathinda Ordinator Bathinda Gurcharan Vill Barkandi, Dist Sri Sri Mukatsar 10 Grs Amandeep Kaur 20.04.1987 -
Municipal Incinerated Bottom Ash (MIBA) Characteristics and Potential for Use in Road Pavements Lynn, Ciarán J.; Ghataora, Gurmel S.; Dhir, Ravindra
University of Birmingham Municipal incinerated bottom ash (MIBA) characteristics and potential for use in road pavements Lynn, Ciarán J.; Ghataora, Gurmel S.; Dhir, Ravindra DOI: 10.1016/j.ijprt.2016.12.003 License: Other (please provide link to licence statement Document Version Publisher's PDF, also known as Version of record Citation for published version (Harvard): Lynn, CJ, Ghataora, GS & Dhir, R 2017, 'Municipal incinerated bottom ash (MIBA) characteristics and potential for use in road pavements', International Journal of Pavement Research and Technology, vol. 10, no. 2, pp. 185- 201. https://doi.org/10.1016/j.ijprt.2016.12.003 Link to publication on Research at Birmingham portal General rights Unless a licence is specified above, all rights (including copyright and moral rights) in this document are retained by the authors and/or the copyright holders. The express permission of the copyright holder must be obtained for any use of this material other than for purposes permitted by law. •Users may freely distribute the URL that is used to identify this publication. •Users may download and/or print one copy of the publication from the University of Birmingham research portal for the purpose of private study or non-commercial research. •User may use extracts from the document in line with the concept of ‘fair dealing’ under the Copyright, Designs and Patents Act 1988 (?) •Users may not further distribute the material nor use it for the purposes of commercial gain. Where a licence is displayed above, please note the terms and conditions of the licence govern your use of this document. -
Bottom Ash-Boiler Slag Separate (Huang 1990)
USER GUIDELINE FOR COAL BOTTOM ASH and BOILER SLAG IN GREEN INFRASTRUCTURE CONSTRUCTION by Principal Investigators: Craig H. Benson and Sabrina Bradshaw Decemeber 2011 Recycled Materials Resource Center University of Wisconsin-Madison Madison, WI 53706 USA USING COAL BOTTOM ASH AND BOILER SLAG IN GREEN INFRASTRUCTURE CONSTRUCTION INTRODUCTION This document provides a comprehensive overview of the engineering and construction properties of bottom ash and boiler slag for use in asphalt concrete aggregate, granular base, stabilized base aggregate, and embankment/backfill material. Studies addressing environmental concerns of using bottom ash and boiler slag, both industrial by-products, as construction materials are reviewed. Some case studies are presented to demonstrate successful applications of bottom ash and boiler slag. With the goal of advancing the use of bottom ash and boiler slag in construction application, references to resources and tools are made available. Coal bottom ash and boiler slag are coarse, granular, incombustible materials that are collected from the bottom of coal burning furnaces. The majority of coal bottom ash and boiler slag are produced at coal-fired electric utility generation stations, with some coming from coal-fired boilers or independent coal-burning electric generation facilities. The type of bottom ash or boiler slag produced depends on the type of coal-burning furnace. Bottom ash is produced as a result of burning coal in a dry bottom pulverized coal boiler. Unburned material from a dry bottom boiler consists of about 20 percent bottom ash Bottom ash is a porous, glassy, dark gray material with a grain size similar to that of sand or gravelly sand (Steam 1978). -
Energy Recovery of Metallic Aluminium in MSWI Bottom Ash
Energy recovery of metallic aluminium in MSWI bottom ash Different approaches to hydrogen production from MSWI bottom ash: A case study Rasmus Larsson Supervisor at Umeå University: Tekniska Högskolan Umeå Universitet Docent Thomas Wågberg EN1416 Examensarbete för civilingenjörsexamen i Department of Physics energiteknik, 30 hp, VT 2014 Supervisor at Umeå Energi AB EN1416 Thesis work for Master of Science in Energy Engineering, 30 ECTS, Spring 2014 Niklas Jakobsson Planning engineer Abstract Most of the wastes in Sweden end up in incinerator plants. These trashes are full of metals, especially aluminium, which will not oxidize, they can’t always be recycled and they will instead oxidize in water and leak hydrogen gas to its surrounding. Estimations calculate it could be an average potential of around 40-50 kWh/ton of burnt trash. Ignoring the imported trash, the national recovery potential of Sweden’s 4,3 million tonnes of trash would then be equal to 170- 220 GWh/year due to non-recyclable metals, which are currently going to temporary landfills. The requirements to harness this potential are technically simple, and can be achieved by a quick separation of the recyclables and the non- recyclables. This report will review the factors which increase the rate of reaction and study different ways of extracting the energy, by electrolysis, thermal treatment and mechanical mixing. This was done by taking small samples from the MSWI, owned by Umeå Energi AB, and putting them in small containers. While using the different methods, electrolysis, thermal treatment and mechanichal mixing, the amount of developed H2 gas over time was measured. -
Unpaid Dividend Details 2017-18
Proposed Date Folio Amount Member Name Father/Husband Name Address Country State PIN Code Investment Type of Transfer to Number Transferred IEPF VILL. BALIAL BHAWANIGARH MOONAK Amount for unclaimed and JAGJIT SINGH GURTEJ SINGH INDIA PUNJAB 148026 0000010 280.00 02-Nov-2025 TEHSIL &, DISTT. SANGRUR PUNJAB, unpaid dividend CHATHA NANHERA SUNAM CHATHA Amount for unclaimed and CHARANJIT KAUR BIKAR SINGH INDIA PUNJAB 148028 0000018 40.00 02-Nov-2025 NANHERA 148028 SA, NGRUR PUNJAB, unpaid dividend GUJRAN SUNAM GUJRAN SANGRUR Amount for unclaimed and MUKHTIAR KAUR LAL DEEN INDIA PUNJAB 148028 0000026 40.00 02-Nov-2025 PUNJAB, , unpaid dividend Amount for unclaimed and RANO RANI RULDU RAM GUJRAN,SUNAM, GUJRAN, SANGRUR INDIA PUNJAB 148028 0000027 40.00 02-Nov-2025 unpaid dividend RETGARH BHWAWANIGARH Amount for unclaimed and AJMER KAUR DALIP SINGH INDIA PUNJAB 148026 0000055 40.00 02-Nov-2025 BHAWANIGARH SANGR, UR PUNJAB, unpaid dividend BILASPUR NIHAL SINGH WALA BILASPUR Amount for unclaimed and JASVIR KAUR JAGROOP SINGH INDIA PUNJAB 142039 0000063 40.00 02-Nov-2025 142039 MOG, A PUNJAB, unpaid dividend GHANDA BANnA RAMPURA PHUL Amount for unclaimed and JARNAIL SINGH MAHINDAR SINGH GHANDA BANA 151106, BATHINDA INDIA PUNJAB 151106 0000068 40.00 02-Nov-2025 unpaid dividend PUNJAB, MAJHI,BHAWANIGARH, MAJHI, Amount for unclaimed and SINDER KAUR SATGUR SINGH INDIA PUNJAB 148026 0000116 40.00 02-Nov-2025 SANGRUR unpaid dividend MAJHI BHAWANIGARH MAJHI Amount for unclaimed and SAROJ RANI KARAMJIT SINGH INDIA PUNJAB 148026 0000117 40.00 02-Nov-2025 -
After Incineration: the Toxic Ash Problem
AFTER INCINERATION: THE TOXIC ASH PROBLEM IPEN Dioxin, PCBs and Waste Working Group Re-print from April 2005 Report IPEN is a leading global network of 700 non-governmental organizations (NGOs) working in more than 100 developing countries and countries with economies in transition. IPEN works to establish and implement safe chemicals policies and practices to protect human health and the environment. It does this by building the capacity of its member organizations to implement on-the-ground activities, learn from each other’s work, and work at the international level to set priorities and achieve new policies. Its mission is a toxics-free future for all. For more information about IPEN see: www. ipen.org After Incineration: The Toxic Ash Problem – IPEN Dioxin, PCBs and Waste WG After Incineration: The Toxic Ash Problem IPEN Dioxin, PCBs and Waste Working Group Re-print from April 2005 Report Prague – Manchester 1 After Incineration: The Toxic Ash Problem – IPEN Dioxin, PCBs and Waste WG Acknowledgements Contributors Jindrich Petrlik, MSc Arnika Association - Toxics and Waste Programme Chlumova 17 Prague 3, CZ-130 00 Czech Republic e-mail: [email protected] tel. + fax No.: +420.222 781 471 http://english.arnika.org Ralph Anthony Ryder Communities Against Toxics PO Box 29, Ellesmere Port, Cheshire, CH66 3TX United Kingdom http://www.communities-against-toxics.org.uk With additional contributions from: Arne Schoevers, Waste and Environment, Netherlands Milan Havel, MSc, Arnika - Toxics and Waste Programme, Czech Republic IPEN also acknowledges the essential help of Arnika staff members, Hana Kuncova, Martin Skalsky, Lenka Maskova and Kristina Beranova in the preparation of this report and Pat Costner, Senior Science Advisor, IPEN, USA. -
Ccr and Elg: a Joint Approach to Bottom Ash Management
CCR AND ELG: White Paper A JOINT APPROACH TO ©2017 GAI Consultants By David Weakley II, PE BOTTOM ASH MANAGEMENT Assistant Engineering Manager GAI Consultants Abstract l While both the Coal Combustion Residual (CCR) Rule and the Effluent Limitations Guidelines (ELGs) were developed separately, there are several common elements shared between the two regulations. By considering both rules concurrently, a unified, cost-effective solution can be engineered and constructed. Implementation of CCR and ELG rules generally coincides with a facility’s National Pollution Discharge Elimination System (NPDES) Permit renewal schedule. Optimizing a station’s water balance by increasing water reuse/recycle and eliminating or reducing unnecessary wastewater streams can greatly reduce the capital expenditure requirements of environmental projects for CCR and ELG compliance. Achieving a zero liquid discharge (ZLD) bottom ash transport water system can be coupled with other station initiatives such as CCR leachate management and cooling tower blowdown management. Managing CCR landfills with respect to reducing leachate quantity and improving water quality can have significant effects on overall station compliance. Ash pond reconstruction (retrofit) or replacement activities can be considered to figure into the station’s overall environmental compliance Ash pond reconstruction plan. Retrofit projects considered are raising pond beds, relining, and (retrofit) or replacement footprint reduction while replacement projects could be geotubes, drag activities can be chains or tank based systems. considered to figure into the station’s This paper discusses methods and approaches to optimizing a coal fired overall environmental power station’s water balance, developing a ZLD system for bottom compliance plan. ash transport water, repurposing existing station ponds, and managing CCR solids. -
Determination of Ash Mixture Properties and Construction of Test Embankment - Part A
Final Report FHWA/IN/JTRP-2006/24 Determination of Ash Mixture Properties and Construction of Test Embankment - Part A by Bumjoo Kim, Sungmin Yoon and Umashankar Balunaini Graduate Research Assistants Monica Prezzi Assistant Professor and Rodrigo Salgado Professor School of Civil Engineering Purdue University Joint Transportation Research Program Project No. C-36-36KK File No. 6-14-37 SPR-2591 Conducted in Cooperation with the Indiana Department of Transportation and the U.S. Department of Transportation Federal Highway Administration The contents of this report reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the Federal Highway Administration or the Indiana Department of Transportation. This report does not constitute a standard, specification, or regulation. Purdue University West Lafayette, Indiana November 2006 TECHNICAL REPORT STANDARD TITLE PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/IN/JTRP-2006/24 4. Title and Subtitle 5. Report Date Determination of Ash Mixture Properties and Construction of Test Embankment - Part A November 2006 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Bumjoo Kim, Sungmin Yoon, Umashankar Balunaini, Monica Prezzi, and Rodrigo FHWA/IN/JTRP-2006/24-1 Salgado 9. Performing Organization Name and Address 10. Work Unit No. Joint Transportation Research Program 550 Stadium Mall Drive Purdue University West Lafayette, IN 47907-2051 11. Contract or Grant No. SPR-2591 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Indiana Department of Transportation State Office Building Final Report 100 North Senate Avenue Indianapolis, IN 46204 14. -
Incineration Fly Ash and Its Treatment to Possible Utilization: a Review
energies Review Incineration Fly Ash and Its Treatment to Possible Utilization: A Review Altaf Hussain Kanhar, Shaoqing Chen and Fei Wang * State Key Laboratory of Clean Energy Utilization, Zhejiang University, Hangzhou 310027, China; [email protected] (A.H.K.); [email protected] (S.C.) * Correspondence: [email protected]; Tel.: +86-571-87952628; Fax: +86-571-87952438 Received: 29 October 2020; Accepted: 9 December 2020; Published: 17 December 2020 Abstract: Incineration has gained popularity over landfill as a key solution for the reduction of massively increasing volumes of municipal solid waste (MSW) generation worldwide and in particular China. However, it is not the end solution. The disposal of the incineration residues, which are enriched with a wide range of heavy metals and soluble salts, has become a challenge for the environmental managers. The aim of this study was to review the increasing urbanization and its repercussion on waste generation in China; waste management options were compared for possible environmentally friendly considerations. Treatment techniques of incineration fly ash were discussed to determine the effectiveness of obtaining environmentally stable material, and, finally, possible applications of incineration fly ash for utilization were discussed based on identifying the processing suitability, performance and environmental impact of incineration fly ash for its applications. Keywords: municipal solid waste; incineration; fly ash; urbanization; heavy metals; treatment techniques 1. Introduction In 2016, around 2.01 billion tons of solid waste was generated worldwide. With increasing population, urban expansion and industrialization, the annual waste generation is expected to increase by 70% in the coming two decades [1]. Chinese urban expansion is increasing year by year and so is the generation of municipal solid waste. -
Bhatinda District, No-16, Punjab
CENSUS OF INDIA 1961 PUNJAB DISTRICT CENSUS HANDBOOK No. 16 BHATINDA DISTRICT R.L. ANAND Superintendent oj Census Operations, Punjab, Haryana and Union Territory oj Chandigarh. Published by the Government of Punjab 1967 BHATtNDA DISTRICT REFERENCE D•• TIIICT .OUNDAIIY ____ _ TAHIIL .ROAD GAUGE RA.L'AY._." ___ _ METRI METALLED ROAD .... UNWETALLED II.V.II .. CANAL __ .... --~ DlnlllCT HEADQUARTI". _" .. ® TAHIII. -...--0 UReAN CENTRE _'" ..... ~O 5 o 10 MILES ... ..., , .... 15 ill. i. ~ ..' r: :::::cor ... o 15 KILOMETRES CENSUS OF INDIA 1961 A-CENTRAL GOVERNMENT PUBLICATIONS The publications relating to Punjab bear Volume No. XIII, and are bound separately as follows:- Part I·A General Report Part IV·A .. Report on Housing and Establish ments Part I·B .. Report on Vital Statistics Part IV·B .. Tables on Housing and Establish ments Part I·C(i) · . Subsidiary Tables Part V·A · . Special Tables on Scheduled Castes and Scheduled Tribes Part I·C(ii) Subsidiary Tables Part V·B Ethnographic Notes on Scheduled Castes and Scheduled Tribes Part II·A General Population Tables Part VIj Village Survey Monographs : 44 in number. each relating to an individual village Part II·B(i) General Economic Tables (Tables Part VlI-A · . Report on Selected Handicrafts .~ B·I to B-IV, B-VIII and B-IX) foe.l1,I~ Part II·B(ii) General Economic Tables (Tables Part VII-B · . Report and Tables on Fairs and B-V to B-VII) j Festivals Part II·C(i) .. Social and Cultural Tables Part VIII-A · . Administrative Report : Enumera tion (Not for sale) Part II·C(ii) . -
District Disaster Management Plan
District Disaster Management Plan Introduction:- In recent years India has been visited by very serious natural disasters like cyclones earthquakes floods droughts etc causing videspread loss of life and property videspread destruction caused by cyclones in Orrisa earthquakes in Gujrat are the recent examples of the natural disasters. Disaster is an event which threatens the whole of society and its management implies that a mechanism is in place. Which will enable a total and effective response to offset its harmful affects .Thus total and effective response mechanism must subsume the coordinated response of the entire governmental system and the whole of the civil society. By its very definition therefore Disaster Management can not be a quick fix mechanism it implies meticulous planning and coordination between various role players to prevent disaster and to mitigate their impact whenever they occur. The District Disaster Management Plan has the following essential parts:- 1) Essential detail of the district and its vulnerability to various disasters with Historical perspective and current data. 2) Response plan including off-site plan if an industry is located in the district 3) Prevention and mitigation plan. 4) People's mobilization and community preparedness plan. 5) Contingency plan for assisting the neighboring districts in distress. The District Disaster Management Plan takes into account resources available with various departments for meeting any kind of disaster, resources available with all District level NGO's military and Para military forces stationed in the District and their proper co-ordination. A disaster has generally three stages i.e. pre-disaster stage, disaster stage and post disaster stage. -
A Comprehensive Review on the Properties of Coal Bottom Ash in Concrete As Sound Absorption Material
MATEC Web of Conferences 103, 01005 (2017) DOI: 10.1051/ matecconf/201710301005 ISCEE 2016 A Comprehensive Review on the Properties of Coal Bottom Ash in Concrete as Sound Absorption Material Nurul Izzati Raihan Ramzi Hannan 1, Shahiron Shahidan1,*, Noorwirdawati Ali1, and Mohamad Zulkhairi Maarof2 1Jamilus Research Centre, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia 2Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia Abstract. The government is currently implementing policies to increase the usage of coal as fuel for electricity generation. At the same time, the dependency on gas will be reduced. In addition, coal power plants in Malaysia produce large amounts of industrial waste such as bottom ash which is collected in impoundment ponds (ash pond). However, millions of tons of coal ash (bottom ash) waste are collected in ponds near power plant stations. Since bottom ash has been classified as hazardous material that threatens the health and safety of human life, an innovative and sustainable solution has been introduced to reuse or recycle industrial waste such as coal bottom ash in concrete mixtures to create a greener and more sustainable world. Bottom ash has the potential to be used as concrete material to replace fine aggregates, coarse aggregates or both. Hence, this paper provides an overview of previous research which used bottom ash as fine aggregate replacement in conventional concrete. The workability, compressive strength, flexural strength, and sound absorption of bottom ash in concrete are reviewed. 1 Introduction Major environmental problems around the world are usually due to the disposal of waste materials such as industrial waste, construction waste, household waste and etc.