DOCSLIB.ORG

Environmental Scoping Information

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Environmental Scoping Information SECOND SCHEDULE ENVIRONMENTAL IMPACT ASSESSMENT (S2EIA) JABATAN PENGURUSAN SISA PEPEJAL NEGARA (JPSPN) SECOND SCHEDULE ENVIRONMENTALHYDROLOGY, SCOPING HYDROGEOLOGY INFORMATION AND (ESI) GEOLOGY IN ENVIRONMENTAL IMPACT ASSESSMENTProposed Development OF PROPOSED of Solid Waste TransferSOLID Station WASTE TRANSFERon 12.474 STATION, Acres of Land PEKAN on Lots NENAS,1336 & 1337, PONTIAN Pekan Nenas, MukimJOHOR Jeram Batu , Daerah Pontian, Johor Darul Takzim PROJECT PROPONENT EIA CONSULTANT MAY/2019 Jabatan Pengurusan Sisa Pepejal Negara Iktisas Environment Sdn. Bhd. Kementerian Perumahan dan Kerajaan Tempatan Lot 303C, Lorong Selangor, Fasa 4B, Aras 23 & 24, No. 51, Pusat Bandar Melawati, Taman Melawati, Jalan Persiaran Perdana, Presint 4 53100 Kuala Lumpur 62100 Putrajaya DECEMBER 2018 ii TABLE OF CONTENT CHAPTER TITLE PAGE 1.0 INTRODUCTION 1 1.1 Aim and Objectives 2 1.2 Scope and Limitation of Work 2 2.0 PROJECT BACKGROUND 2 2.1 Study Area 3 2.2 Topography 3 3.0 EXISTING ENVIRONMENT 5 3.1 Hydrology and Drainage 5 3.1.1 Rainfall Distribution Data 7 3.1.2 Surface Runoff 8 3.1.3 Estimation of Peak Flow 8 3.1.4 Existing Drainage 8 3.2 Hydrogeology 11 3.3 Geology 12 3.3.1 Geomorphology of Project Area 12 3.3.2 General Geology and Mineralization 14 3.3.3 Soils in Project Area 16 3.4 Groundwater Quality 18 3.5 Sensitive Areas 20 4.0 METHODOLOGY 21 4.1 Modelling Approach 22 4.1.1 Flow Model 24 4.1.2 Transport Model 25 4.2 The Conceptual Model 25 4.3 Boundary Conditions 29 4.5 Method of Impact Assessment and Analysis 31 5.0 EVALUATION OF IMPACT ON THE ENVIRONMENT 32 5.1 Hydrology and Hydrogeology 32 5.2 Results of Groundwater Modelling 33 5.3 Discussion on Potential of Groundwater Contamination 36 5.4 Geology 36 iii REFERENCES 38 1.0 INTRODUCTION The Environmental Impact Assessment (EIA) is prepared to identify, predict, evaluate, and communicate information on beneficial and adverse impacts on the hydrology, hydrogeology and geology condition that can detail out the mitigating measures. The emphasis on the these environment provides suitable options of perspectives on the site, resources, and mitigation measures that can be identified at an early stage to maximize positive impacts, leverage adverse and damaging impacts, and reduced costly remedial measures. As stated in statutory requirement for activities which have been prescribed under Section 34A (2C) of the Environmental Quality Act (EQA) 1974, any prescribed activities require an EIA to be submitted to the Director General of Environment. In the EIA Report, the Project Proponent makes a legal pledge with commitment to implement pollution prevention and mitigation measures (P2M2) to reduce the adverse impacts to the environment. The EIA Report also serves as a decision making tool for the project approval authority to consider approval for implementation. The document that reported the Second Schedule Environmental Impact Assessment (S2EIA) Study for the Proposed Development of Solid Waste Transfer Station (PNTS) on 12.474 acres of land on Lots 1336 & 1337, Pekan Nenas, Mukim Jeram Batu, Daerah Pontian, Johor Darul Takzim. Ikhtisas Environment Sdn Bhd (IESB) was appointed by Jabatan Pengurusan Sisa Pepejal Negara (JPSPN), Kementerian Perumahan dan Kerajaan Tempatan Ministry of Housing and Local Government (KPKT) as the environmental consultant to carry out the EIA study for this Project. Enquiries and correspondence pertaining to this study can be made to the proponent or consultant given in Table 1.1. Table 1.1 Proponent and EIA Consultant for the DEIA Proponent EIA Consultant Aras 23, 24 dan 34, Kementerian Iktisas Environment Sdn. Bhd. Perumahan dan Kerajaan Tempatan Lot 303C, Lorong Selangor Fasa 4B, Pusat No.51, Persiaran Perdana, Presint 4 Bandar Melawati, 53100 Kuala Lumpur 62100Putrajaya. Tel: +603-4105 4417 Tel: +603-8000 8000 Email: [email protected] Faks: +603-8891 3190 Golden Ecosystem Sdn. Bhd. Address: D-06-01 – D-06-08, Menara Mitraland, No. 13A, Jalan PJU 5/1, Kota Damansara PJU 5, 47810 Petaling Jaya, Selangor, Malaysia. Tel: +603 7629 4112 Fax: +603 7629 4113 The future solid waste PNTS play an important role in a community’s total waste management system, serving as the link between a community’s solid waste collection program and a final waste disposal facility. While facility ownership, sizes, and services offered vary significantly among TSs, all the TSs serve the same purpose of consolidating waste from multiple collection vehicles into larger, high-volume transfer 2 vehicles for more economical shipment to distant disposal sites. In its simplest form, a transfer station is a facility with a designated receiving area where waste collection vehicles discharge their loads. The waste is often compacted, then loaded into larger vehicles (usually transfer trailers) for long-haul transportation to a final disposal site, typically a landfill, waste to- energy plant, or a composting facility, or an incineration plant. No long-term storage of waste occurs at a transfer station; waste is quickly consolidated and loaded into a larger vehicle and moved off site, usually in a matter of hours. In Pontian District Local Plan (RTD) 2030 (JBPD Johor, 2017), 60% of solid waste will undergo an integrated isolation method (Material Recovery Facilities) from a solid waste disposal site or PNTS which is the separation method will be applied to the solid waste that can be recycled. For solid waste management, Pontian District has a proposal to provide a PNTS that will collect solid waste before being sent to the Seelong solid waste disposal site within capacity in 1914 tons/day. The proposed transfer station should be equipped with the latest technologies such as the preparation of "Material Recovery Facilities" as well as compactor machines to condense solid waste to reduce volume and load more to transfer lorry (RORO). 1.1 Aim and Objectives As part of the approved Term of Reference (TOR), a study on hydrology, hydrogeology and geology condition is needed for the mentioned EIA. Therefore, the study was carried out with the aim to investigate the hydrological, hydrogeological and geological condition for Environmental Impact Assessment (EIA) at PNTS. To achieve the aim, two objectives are summarized as follows: (1) To develop groundwater flow and transport using site-specific parameters of the proposed project area in Pekan Nenas, Pontian. (2) To evaluate model simulation and calibration based on existing baseline data. 1.2 Scope and Limitation of Work The scope of study is divided into two main part of work, which are (1) data collection and baseline condition of the site hydrology, hydrogeology and geology, and (2) groundwater flow and transport modelling that considered designated input data, initial and boundary condition of the groundwater model. 2.0 PROJECT BACKGROUND Transfer stations are the integral part of municipal solid waste management. They essentially function as transit waste collection centres enroute to the landfill facility. The concept of a transfer station is based on the fact that when the final disposal site is remote from the collection area. This method is considered more cost effective to transport the waste in larger load vehicles or trailers more suited for the long journey to the final disposal site, rather than to be disposed off by small collection vehicles 3 designed for house-to-house collection of municipal solid waste. In addition, TSs can also serve as collection points for recyclable wastes and materials. The Ministry of Housing and Local Government (MHLG) has identified a 12.474 acres site in Pekan Nenas to be developed for 150 tonne per day (TPD) solid waste reception within 20 years of operation. The solid waste is expected to be disposed at Seelong Sanitary Landfill. 2.1 Study Area The proposed waste PNTS will be developed on the Lot 1336 and 1337 of Mukim Jeram Batu located at latitude 1.53185 and longitude 103.51714 as shown in Figure 2.1, which is adjacent to an existing landfill at the end of Jalan Ayer Puteh, Pekan Nenas. The project area is estimated to be about 2.58 ha. The existing landfill, which surpassed its design capacity and is overdue for full closure. The landfill was design to function as Level 2 landfill (controlled tipping) but lacks treatment facilities and environmental controls to mitigate contamination of surrounding areas. Some of the waste landfilled is exposed to the elements without sufficient earth covering since source of earth is not available at site. Scavenging activities is prevalent and the site posed an environmental and safety hazard. Public complaints from neighbouring settlements of odour, vectors, and smoke from frequent landfill fires, as well as the poor condition of the access road, has rendered this site a disposal crisis and warrants immediate full closure and to be substituted with another more environmental disposal facility. Portions of the landfill have been partially closed, but since waste is still entering the landfill daily, the remaining operating area is becoming more difficult to control in terms of trafficability and safety. Leachate is discharged from the waste landfill via leaching from exposed and uncovered slopes, as well as mixing with stormwater drainage flow if earth cover is insufficient to prevent contamination of surface water. In the case of Pekan Nenas landfill, some uncovered portions of the waste fill has allowed leachate to mix with the stormwater drainage trenches, resulting in leachate eventually finding its way to Sg Jeram Choh since there is no current functioning leachate treatment system at the site (Ranhill Consulting Sdn Bhd, 2011). In considering the existing landfill, chemicals can leach into the ground water by means of precipitation and surface runoff. New landfills are required to have clay or synthetic liners and leachate (liquid from a landfill containing contaminants) collection systems to protect ground water.
Load more

Recommended publications
  • Electricity & Gas Supply Infrastucture Malaysia
    ELECTRICITY & GAS SUPPLY INFRASTRUCTURE MALAYSIA LSS2 Projects Status (Peninsular Malaysia) (Commercial Operation Date end 2019 - TBC) LSS2 Projects Status (Peninsular Malaysia) (Commercial Operation Date 2020 - TBC) PENINSULAR MALAYSIA No. Solar Power Producer (SPP) Plant Capacity (MW) Plant Location No. Solar Power Producer (SPP) Plant Capacity (MW) Plant Location MAP 2 SABAH & SARAWAK JDA A-18 1. Solution Solar 1 Sdn Bhd 4.00 Port Klang, Selangor 14. Scope Marine Sdn Bhd 5.00 Setiu, Terengganu SESB SJ- Melawa (DG 324MW, GT 20MW) Ranhill Powertron II (GT&ST) 214.8MW LSS1 Projects Status (Sabah) 2. Jentayu Solar Sdn Bhd 5.99 Pokok Sena, Kedah 15. Hong Seng Assembly Sdn Bhd 1.00 Seberang Perai Utara, Pulau Pinang No. Solar Power Producer (SPP) Plant Capacity (MW) Plant Location Karambunai Gayang 3. Solution Solar 2 Sdn Bhd 3.00 Port Klang, Selangor 16. Coral Power Sdn Bhd 9.99 Manjung, Perak Kayumadang Ranhill Powertron I (Teluk Salut) CCGT 208.64MW 1. Sabah Energy Corporation Sdn Bhd 5.00 Wilayah Persekutuan Labuan JDA B-17 4. Fairview Equity Project (Mersing) Sdn Bhd 5.00 Mersing, Johor 17. I2 Solarpark One Sdn Bhd 6.80 Alor Gajah, Melaka Unggun 2. Nusantara Suriamas Sdn Bhd 5.90 Kota Marudu, Sabah Sepanggar Bay (GT&ST) 113.8MW 5. Maju Solar (Gurun) Sdn Bhd 9.90 Kuala Muda, Kedah 18. Viva Solar Sdn Bhd 30.00 Sik, Kedah 3. Beau Energy East Sdn Bhd 6.00 Beaufort, Sabah 6. Asia Meranti Solar (Kamunting) Sdn Bhd 9.90 Kamunting, Perak 19. Cypark Estuary Solar Sdn Bhd 30.00 Empangan Terip, Negeri Sembilan UMS2 7.
    [Show full text]
  • Reply of Malaysia, Paras
    This electronic version of Malaysia's Pleadings is provided as a courtesy. The printed version of Malaysia's Pleadings submitted to the International Court of Justice (ICJ) shall remain as the authentic version. Copyright O Government of Malaysia. All rights reserved. Information or data contained herein shall not be reproduced without the written permission of the Government of Malaysia. Chapter 1 Introduction A. The positions of the Parties B. New arguments in Singapore's Counter- Memorial (0 TOPO~PY (ii) Geography and geomorphology (iii) The "case of the disappearing Sultanate" (iv) Peripheral issues C. The issues for the Court and the structure of this Reply Chapter 2 Malaysia's Original Title 54-109 Introduction 54-56 A. Allegiance and title to territory 57-65 B. The Johor Sultanate before 1824 66-77 C. The 1824 Treaties and their implementation 78-94 D. The continuity of Johor after 1824 95-108 E. Conclusions 109 Chapter 3 The Transactions leading to the Construction of the Lighthouse Introduction A. Buttenvorth's request for permission to construct the lighthouse B. The Sultan's and Temenggong's answers (i) 'Near Point Romania" (ii) "Or any spot deemed eligible" C. Subsequent correspondence shows that the Johor permission included PBP (i) Butterworth's letter to the Government of India of 26 August 1846 (ii) The dispatch of 3 October 1846 to the Court of Director in London (iii) The "fill report" sent by Governor Butterworth to the Government of Bengal dated 12 June 1848 (iv) Conclusion D. Singapore's invented distinction between "formal" and "informal" permissions given by Malay rulers to construct lighthouses E.
    [Show full text]
  • 1970 Population Census of Peninsular Malaysia .02 Sample
    1970 POPULATION CENSUS OF PENINSULAR MALAYSIA .02 SAMPLE - MASTER FILE DATA DOCUMENTATION AND CODEBOOK 1970 POPULATION CENSUS OF PENINSULAR MALAYSIA .02 SAMPLE - MASTER FILE CONTENTS Page TECHNICAL INFORMATION ON THE DATA TAPE 1 DESCRIPTION OF THE DATA FILE 2 INDEX OF VARIABLES FOR RECORD TYPE 1: HOUSEHOLD RECORD 4 INDEX OF VARIABLES FOR RECORD TYPE 2: PERSON RECORD (AGE BELOW 10) 5 INDEX OF VARIABLES FOR RECORD TYPE 3: PERSON RECORD (AGE 10 AND ABOVE) 6 CODES AND DESCRIPTIONS OF VARIABLES FOR RECORD TYPE 1 7 CODES AND DESCRIPTIONS OF VARIABLES FOR RECORD TYPE 2 15 CODES AND DESCRIPTIONS OF VARIABLES FOR RECORD TYPE 3 24 APPENDICES: A.1: Household Form for Peninsular Malaysia, Census of Malaysia, 1970 (Form 4) 33 A.2: Individual Form for Peninsular Malaysia, Census of Malaysia, 1970 (Form 5) 34 B.1: List of State and District Codes 35 B.2: List of Codes of Local Authority (Cities and Towns) Codes within States and Districts for States 38 B.3: "Cartographic Frames for Peninsular Malaysia District Statistics, 1947-1982" by P.P. Courtenay and Kate K.Y. Van (Maps of Adminsitrative district boundaries for all postwar censuses). 70 C: Place of Previous Residence Codes 94 D: 1970 Population Census Occupational Classification 97 E: 1970 Population Census Industrial Classification 104 F: Chinese Age Conversion Table 110 G: Educational Equivalents 111 H: R. Chander, D.A. Fernadez and D. Johnson. 1976. "Malaysia: The 1970 Population and Housing Census." Pp. 117-131 in Lee-Jay Cho (ed.) Introduction to Censuses of Asia and the Pacific, 1970-1974. Honolulu, Hawaii: East-West Population Institute.
    [Show full text]
  • A RAHMAN TANG Abdullah Universiti Malaysia Sabah
    Jebat: Malaysian Journal of History, Politics & Strategy, Vol. 40 (1) (July 2013): 1-20 @ School of History, Politics & Strategy, UKM; ISSN 2180-0251 (electronic), 0126-5644 (paper) A RAHMAN TANG Abdullah Universiti Malaysia Sabah REVISITING THE WATER ISSUE ACROSS THE CAUSEWAY: THE ORIGINS OF WATER SUPPLY FROM JOHOR TO SINGAPORE (1904-32) This article discusses the origins and historical development of the water supply between Johor and Singapore from 1904 to 1932. It reveals the events that preceded the formative stages of the water-supply scheme; analyses the 1927 water agreement and its implications; and examines the dynamics of water supply to Singapore before the Second World War. It demonstrates that the political framework underpinning the supply of water between the two countries has been determined in favour of Singapore as a matter of colonial legacy. Singapore has traditionally enjoyed a strategic advantage over Johor because the former was more developed, a fact that resulted in part from the British authorities’ prioritisation and promotion of the island as the seat of their imperial power in Southeast Asia during the nineteenth and twentieth centuries. As a result, Singapore flourished, becoming more prosperous than her neighbouring states by generating surplus revenue from their economic resources on the strength of their capitalist framework. Consequently, Singapore was able to exploit the water deal to her advantage during the colonial period. Despite the importance of the water deal in the two countries history, it has not been discussed by historians whose writings tend to focus on water issues post-1961. Keywords: water supply, waterworks, Johor, Singapore, causeway Introduction Most of the existing writings on the water supply between Johor and Singapore are focused on contemporary developments.
    [Show full text]
  • Non-Corrigé Uncorrected
    Non-Corrigé Uncorrected CR 2007/27 International Court Cour internationale of Justice de Justice THE HAGUE LA HAYE YEAR 2007 Public sitting held on Friday 16 November 2007, at 10 a.m., at the Peace Palace, Vice-President Al-Khasawneh, Acting President, presiding in the case concerning Sovereignty over Pedra Branca/Pulau Batu Puteh, Middle Rocks and South Ledge (Malaysia/Singapore) ________________ VERBATIM RECORD ________________ ANNÉE 2007 Audience publique tenue le vendredi 16 novembre 2007, à 10 heures, au Palais de la Paix, sous la présidence de M. Al-Khasawneh, vice-président, faisant fonction de président en l’affaire relative à la Souveraineté sur Pedra Branca/Pulau Batu Puteh, Middle Rocks et South Ledge (Malaisie/Singapour) ____________________ COMPTE RENDU ____________________ - 2 - Present: Vice-President Al-Khasawneh, Acting President Judges Ranjeva Shi Koroma Parra-Aranguren Buergenthal Owada Tomka Abraham Keith Sepúlveda-Amor Bennouna Skotnikov Judges ad hoc Dugard Sreenivasa Rao Registrar Couvreur ⎯⎯⎯⎯⎯⎯ - 3 - Présents : M. Al-Khasawneh, vice-président, faisant fonction de président en l’affaire MM. Ranjeva Shi Koroma Parra-Aranguren Buergenthal Owada Tomka Abraham Keith Sepúlveda-Amor Bennouna Skotnikov, juges MM. Dugard Sreenivasa Rao, juges ad hoc M. Couvreur, greffier ⎯⎯⎯⎯⎯⎯ - 4 - The Government of Malaysia is represented by: H.E. Tan Sri Abdul Kadir Mohamad, Ambassador-at-Large, Ministry of Foreign Affairs of Malaysia, Adviser for Foreign Affairs to the Prime Minister, as Agent; H.E. Dato’ Noor Farida Ariffin, Ambassador of Malaysia to the Kingdom of the Netherlands, as Co-Agent; H.E. Dato’ Seri Syed Hamid Albar, Minister for Foreign Affairs of Malaysia, Tan Sri Abdul Gani Patail, Attorney-General of Malaysia, Sir Elihu Lauterpacht, C.B.E., Q.C., Honorary Professor of International Law, University of Cambridge, member of the Institut de droit international, member of the Permanent Court of Arbitration, Mr.
    [Show full text]
  • Late Quaternary Geomorphological Evolution in the Uplands of Peninsular Malaysia
    KONINKLIJKE ACADEMIE VOOR OVERZEESE WETENSCHAPPEN Klasse voor Natuur- en Geneeskundige Wetenschappen Verhandelingen in-8°. Nieuwe Reeks, Boek 22, afl. 4, Brussel, 1989 Late Quaternary Geomorphological Evolution in the Uplands of Peninsular Malaysia by Morgan DE DAPPER Dr. Sc. ACADEMIE ROYALE DES SCIENCES D'OUTRE-MER Classe des Sciences naturelles et médicales Mémoires in-8°, Nouvelle Série, Tome 22, fase. 4, Bruxelles, 1989 KONINKLIJKE ACADEMIE VOOR OVERZEESE WETENSCHAPPEN Klasse voor Natuur- en Geneeskundige Wetenschappen Verhandelingen in-S", Nieuwe Reeks, Boek 22, afl. 4, Brussel, 1989 Late Quaternary Geomorphological Evolution in the Uplands of Peninsular Malaysia by Morgan DE DAPPER Dr. Sc. ACADEMIE ROYALE DES SCIENCES D'OUTRE-MER Classe des Sciences naturelles et médicales Mémoires in-8". Nouvelle Série, Tome 22, fase. 4, Bruxelles, 1989 Memoir submitted to the Annual Compétition of 1986 of the Royal Academy of Overseas Sciences and crowned by the Section of Natural and Médical Sciences during its meeting of 24 June 1986 Référées : J. Alexandre, L. Peeters and R. Tavernier Date of publication : 13 December 1989 ACADÉMIE ROYALE KONINKLIJKE ACADEMIE DES VOOR SCIENCES D'OUTRE-MER OVERZEESE WETENSCHAPPEN Rue Defacqz 1 boîte 3 Defacqzstraat 1 bus 3 B-1050 Bruxelles B-1050 Brussel Tél. (02)538.02.11 Tel. (02)538.02.11 D/1989/0149/1 CONTENTS Pages INTRODUCTION 5 CHAPTER 1. - - ENVIRONMENTAL SETTINGS 9 1.1. Geology 9 1.2. Mega-landforms of Peninsular Malaysia 13 1.3. Climate 13 1.4. Végétation 19 1.5. Deep weathering 19 CHAPTER 2. — GEOMORPHOGRAPHY 23 2.1. Padang Terap-area 23 2.1.1. Geology 23 2.1.2.
    [Show full text]
  • Maritime Briefing
    International Boundaries Research Unit MARITIME BRIEFING Volume 1 Number 1 Historical Legal Claims: A Study of Disputed Sovereignty Over Pulau Batu Puteh (Pedra Branca) R. Haller - Trost Maritime Briefing Volume 1 Number 1 ISBN 1-897643-04-7 1993 Historical Legal Claims: A Study of Disputed Sovereignty over Pulau Batu Puteh (Pedra Branca) by R. Haller - Trost Edited by Clive Schofield International Boundaries Research Unit Suite 3P, Mountjoy Research Centre University of Durham Durham DH1 3UR UK Tel: UK + 44 (0) 191 374 7701 Fax: UK +44 (0) 191 374 7702 The Author R. Haller-Trost holds a B.A. (Hons) in Anthropology, Southeast Asian Studies and Law from the University of Kent at Canterbury, UK. She is presently writing a PhD in International Law at Monash University, Melbourne, Australia. Her research interests are mainly the territorial and maritime disputes of Southeast Asia, a topic on which she has published various papers (e.g the Spratly Islands, Sabah, Brunei). The opinions contained herein are those of the authors and are not to be construed as those of IBRU. Contents Page 1. Introduction 1 2. Description of Pulau Batu Puteh 1 3. Origin of Dispute 2 4. The Claims 3 5. Some Legal Principles Regarding Territorial Disputes 4 5.1 Critical Data 4 5.2 Historical Consolidation 6 6. The Question of Sovereignty 7 6.1 The English East India Company 8 6.1.1 1600-1669 8 6.1.2 1669-1765 9 6.1.3 1765-1858 10 6.1.4 1858-1874 13 6.2 Johore 14 7.
    [Show full text]
  • Malaysia: Roadmap for a Smart, Efficient & Reliable Grid to Meet Future Electricity Demand
    Planning for Smart Grid in TNB System PECon2010 2010 IEEE Conference on Power and Energy Sunway Resort Hotel & Spa Mohd Yusof Rakob Tenaga Nasional Berhad, Malaysia [email protected] 1 Contents of presentation • Introduction • Electric power utility companies in Malaysia • Overview of demand – supply of TNB’s grid system • Overview of TNB’s grid system Coal • Identifying drivers for developing smart grid • Features of TNB’s smart grid • TNB’s smart grid implementation plan • Future prospects and opportunities “Powering The Nation” 2 Electric power utility companies in Malaysia Peninsular Malaysia Tenaga Nasional Berhad (TNB) Sabah Sabah Electricity Sendirian Berhad (SESB) (80% owned by TNB) Sarawak Sarawak Energy Berhad (SEB) 3 General profile of power utilities in Malaysia TNB (P. Malaysia) SEB (Sarawak) SESB (Sabah) • Operates in Peninsular • Operates in Sarawak • Operates in Sabah Malaysia • Total generation • Total generation • Total generation capacity: 1230 MW capacity is 866.4 MW capacity is 21,051 MW (2009) (2010) (2010) • Customer is 499,618 • Customer is 413,983 • Customer is 7,593,684 • Max demand : 1036 • Max demand :760 MW • Max demand: MW • Gen mix (2009): 15,072MW • Gen mix (2009): – 57% oil • Gen mix (2010): –53% gas – 31% gas – 54% gas – 34% coal – 9% hydro – 40% coal –8% hydro – 3% biomass. – 5.2% hydro –5% diesel – 0.2% distillate NOTE: Electricity supply industry in Malaysia is a fully regulated. TNB, SEB and SESB are vertically integrated and operate along with independent power producers (IPPs). 4 Overview Of TNB
    [Show full text]
  • RVII Testing on Tenaga Power System
    RVII Testing on Tenaga Power System Dino Lelic, Rahul Anilkumar, Boza Avramovic, Tony Jiang, Damir Novosel Quanta Technology LLC Nik Sofizan B Nik Yusuf , Sheikh Kamar Sheikh Abdullah, Muhammad Tarmizi Azmi , Mohd Khairun, Nizam Mohd Sarmin Tenaga Nasional Berhad NASPI International Synchrophasor Symposium Atlanta, Georgia Quanta Technology, LLC 4020 Westchase Blvd. March 22-24, 2016 Raleigh, NC 27607, USA www.quanta-technology.com Confidential & Proprietary | Copyright © 2015 Confidential & Proprietary | Copyright © 2016 RVII Foundation Fundamentally, local voltage instability detector ■ Just like a relay, real time computation that uses only local information (no network model needed) ■ Unlike a relay , able to avoid point #1 (figure a & b), and includes point #2 (a) (b) System impedance, vs load impedance 1 0.8 System X 0.7 Load X 0.98 0.6 0.96 0.5 0.94 0.4 0.92 0.3 0.9 0.2 0.88 0.1 0.86 0 0 50 100 150 0 50 100 150 Slide 2 Confidential & Proprietary | Copyright © 2016 RVII Algorithm Types ■ Bus RVII ■ Area RVII ■ Corridor RVII • Leverages Bus RVII and analytical computation of the corridor to improve quality of Equivalent parameters Slide 3 Confidential & Proprietary | Copyright © 2016 Uses of RVII’s System View ■ Three stage approach to meet objectives ■ Real Time voltage instability DETECTION ■ WHAT IF analysis: • Extrapolation − Margin to Instability − Margin to Operating boundary • Predictions − Margin to Instability − Margin to Operating boundary Slide 4 Confidential & Proprietary | Copyright © 2016 RVII Margins Extrapolation
    [Show full text]
  • Treating Hazardous Locations at Faderal Route
    PSZ 19: 16 (Pind. 1/97) UNIVERSITI TEKNOLOGI MALAYSIA BORANG PENGESAHAN STATUS TESIS JUDUL: TREATING HAZARDOUS LOCATIONS AT FEDERAL ROUTE 50 SESI PENGAJIAN: 2005/2006 Saya: FAJARUDDIN BIN MUSTAKIM________________ (HURUF BESAR) mengaku membenarkan tesis (PSM/Sarjana/Doktor Falsafah)* ini disimpan di Perpustakaan Universiti Teknologi Malaysia dengan syarat-syarat kegunaan seperti berikut : 1. Tesis adalah hakmilik Universiti Teknologi Malaysia. 2. Perpustakaan Universiti Teknologi Malaysia dibenarkan membuat salinan untuk tujuan pengajian sahaja. 3. Perpustakaan dibenarkan membuat salinan tesis ini sebagai bahan pertukaran antara institusi pengajian tinggi. 4. ** Sila tandakan ( 9 ) SULIT (Mengandungi maklumat yang berdarjah keselamatan atau kepentingan Malysia seperti yang termaktub di dalam AKTA RAHSIA RASMI 1972) TERHAD (Mengandungi maklumat TERHAD yang telah ditentukan oleh organisasi/badan di mana penyelidikan dijalankan) 9 TIDAK TERHAD Disahkan oleh __________________________________ ___________________________________ (TANDATANGAN PENULIS) (TANDATANGAN PENYELIA) Alamat Tetap: NO 8. JALAN HASSAN AL-ATTAS-1, DR. MOHD ROSLI HAININ 86100 JOHOR BAHRU. Nama Penyelia Tarikh: OGOS 2005 CATATAN: * Potong yang tidak berkenaan. ** Jika tesis ini SULIT atau TERHAD, sila lampirkan surat daripada pihak berkuasa/organisasi berkenaan dengan menyatakan sekali sebab dan tempoh tesis ini perlu dikelaskan sebagai SULIT atau TERHAD. Tesis dimaksudkan sebagai tesis bagi Ijazah Doktor Falsafah dan Sarjana secara penyelidikan, atau disertasi bagi pengajian secara kerja kursus dan penyelidikan, atau Laporan Projek Sarjana Muda (PSM). I hereby declare that I have read this project report and in my opinion this report is sufficient in terms of scope and quality for the award of the degree of Master Science (Construction Management). Signature : ………………………………….. DR. MOHD ROSLI HAININ Name of Supervisor I : ………………………………….. Date : ………………………………….. Signature : …………………………………… PM. DR.
    [Show full text]
  • To Singapore Island, Rathe R Than Defence of Mersing , Must Be Considered Vital— Another Indication of the Concern Being Felt About Attack from the Flank and Rear
    CHAPTER 1 3 TO SINGAPORE ISLAN D HE Japanese had bitten deeply into the left flank of Westforce in th e Tbattle of Muar . With two divisions deployed from the trunk road and railway to the coast, General Yamashita was able to apply to a greate r extent the strategy and tactics characteristic of his campaign. Displaying extreme mobility, his forces continued to make swift and unremitting us e of the initiative they had gained . General Percival's forces were now being forced from the northern half of Johore, though that State was their las t foothold on the Malayan mainland. The Japanese were stimulated by victory; their opponents were suffering the physical and psychologica l effects of withdrawal . Already Australian troops—the 27th Brigade—were sharing the loss and exhaustion imposed upon the III Indian Corps sinc e the beginning of the struggle by constant fighting by day and movemen t by night. To the east, Mersing, extensively prepared for defence on the groun d that it offered a tempting back-door approach to Singapore Fortress, ha d been comparatively little affected at this stage ; but, as shown, the likelihoo d that it would be attacked had resulted in the 22nd Brigade Group bein g kept there, and had prevented the Australians from being employed as a division in resisting the enemy's main thrust . Because of the Japanese possession of Kuantan and their progress in that and other sectors, th e brigade had begun early in January to prepare to meet attack from the north and north-west rather than to resist a landing.
    [Show full text]
  • Abstract This Article Discusses the Significance of the Water Agreement
    THE WatER AGREEMENT OF 1927 AND SINGApore’S SUPREMACY: THE ORIGINS AND IMPLICatION FOR WatER SUPPLY BETWEEN JOHOR AND SINGAPORE IN THE COLONIAL PERIOD A Rahman Tang Abdullah Abstract This article discusses the significance of the water agreement of 1927 in reference to the origins and historical development of water supply between Johore and Singapore during the colonial period. From historical perspective, this agreement is the first water agreement signed between Johore as a British protectorate and Singapore as the capital of the British Colony of The Straits Settlements. Despite the fact that this agreement had been abrogated in 1961 with the signing of the subsequent water agreements, most of its fundamental provisions still remains in effect. Thus, this article reveals the preceding events leading to the signing of the agreement, analyses the water agreements of 1927 and its implication for historical development of water supply to Singapore during the period from 1930’s to the 1950’s. It demonstrates that the issue of water supply between the two entities has tended to be in favour of Singapore because of Singapore’s political economic supremacy derived from her status of being the British Imperial, in South East Asia and from being the bearer of capital expenditure in the water construction in Johore. Consequently, Singapore was able to continuously exploit the water deal as one of those economic means to preserving her advantage. Keywords: Johore; Malaya, Singapore, water, British, colonial. Perjanjian Air Tahun 1927 dan Penguasaan Singapura: Permulaan dan Implikasi Terhadap Perbekalan Air antara Johor dan Singapura pada Zaman Kolonial A Rahman Tang Abdullah Abstrak Makalah ini membincangkan kepentingan perjanjian air tahun tahun1927 dengan merujuk kepada sejarah permulaan dan perkembangan perbekalan air antara Johor dan Singapura pada zaman Kolonial.
    [Show full text]