River of Life Public Outreach Programme (Rol-Pop) Klang River, Malaysia
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Klang River Basin Environmental Improvement and Flood Mitigation Project
Completion Report Project Number: 26009 Loan Number: 1500 December 2007 Malaysia: Klang River Basin Environmental Improvement and Flood Mitigation Project CURRENCY EQUIVALENTS Currency Unit – ringgit (RM) At Appraisal At Project Completion 6 November 1996 31 August 2007 RM1.00 = $0.3962 $0.2899 $1.00 = RM2.5239 RM3.4494 ABBREVIATIONS ADB – Asian Development Bank AFS – audited financial statement ARI – average recurrence interval DID – Department of Irrigation and Drainage DOE – Department of Environment EA – executing agency EIRR – economic internal rate of return ha – hectare IRBM – integrated river basin management KBMC – Klang Basin Management Council km – kilometer MASMA – Urban Stormwater Management Manual for Malaysia (or Manual Saliran Mesra Alam Malaysia) MOA – Ministry of Agriculture MNRE – Ministry of Natural Resources and Environment MTR – midterm review MWSS – Malaysia Wetland Sanctuary, Selangor OPP3 – Malaysia Third Outline Perspective Plan O&M – operation and maintenance PAM – project administration memorandum PCR – project completion review PELAWI II Strategic Plan for Klang River Basin PPTA – project preparatory technical assistance SMART – storm water management and road tunnel TA – technical assistance NOTE In this report, "$" refers to US dollars. Vice President C. Lawrence Greenwood, Jr., Operations Group 2 Director General A. Thapan, Southeast Asia Department Director U. Malik, Agriculture, Environment and Natural Resources Division, Southeast Asia Department Team leader M. Nasimul Islam, Environmental Engineer, Southeast Asia Department Team members N. Calma, Associate Project Analyst, Southeast Asia Department H. Refareal-Nacario, Senior Operations Assistant, Southeast Asia Department CONTENTS Page BASIC DATA i MAP I. PROJECT DESCRIPTION 1 II. EVALUATION OF DESIGN AND IMPLEMENTATION 1 A. Relevance of Design and Formulation 1 B. Project Outputs 2 C. -
Project Title: Mainstreaming of Biodiversity Conservation Into River Management
United Nations Development Programme Country: MALAYSIA PROJECT DOCUMENT Project Title: Mainstreaming of Biodiversity Conservation into River Management UNDAF Outcome(s): N/A – Malaysia does not have an UNDAF UNDP Strategic Plan 2014-2017 Primary Outcome: 2.5. Legal and regulatory frameworks, policies and institutions enabled to ensure the conservation, sustainable use, and access and benefit sharing of natural resources, biodiversity and ecosystems, in line with international conventions and national legislation UNDP Strategic Plan 2014-2017 Secondary Outcome: Output 1.3. Solutions developed at national and sub-national levels for sustainable management of natural resources, ecosystem services, chemicals and waste Expected CP Outcome(s): Priority 2: Sustainable and resilient development: Implementation of a national development agenda that enables green growth through climate-resilient measures, sustainable management of energy and natural resources, and improved risk governance Expected CPAP Output (s): Priority 2b: Value natural capital, reduce environmental impacts and improve access to quality ecosystem services for low income households Executing Entity/Implementing Partner: Ministry of Natural Resources and Environment Implementing Entity/Responsible Partners: Ministry of Natural Resources and Environment, Department of Irrigation and Drainage Malaysia; and Global Environment Centre (GEC) Brief Description Malaysia has some 157 river systems, as well a variety of tropical wetlands, forests and marine ecosystems, representing several Global 200 Ecoregions, and it is recognized as one of 17 mega-diverse countries in the world. Its river systems as well as riparian and catchment forests support an immense diversity of aquatic and terrestrial biodiversity, including more than 600 freshwater fish species. River and floodplain wetland systems occupy some 3.9 million ha or 10% of the country’s land area. -
Determination of Zr Relationship and Inundation Analysis for Kuantan
RESEARCH PUBLICATION NO. 2/2017 DETERMINATION OF Z-R RELATIONSHIP AND INUNDATION ANALYSIS FOR KUANTAN RIVER BASIN By Fauziana Ahmad, Tomoki Ushiyama, Takahiro Sayama All rights reserved. No part of this publication may be reproduced in any form, stored in a retrieval system, or transmitted in any form or by any means electronic, mechanical, photocopying, recording or otherwise without the prior written permission of the publisher. Perpustakaan Negara Malaysia Cataloguing-in-Publication Data Published and printed by Jabatan Meteorologi Malaysia Jalan Sultan 46667 PETALING JAYA Selangor Darul Ehsan Malaysia Contents No. Subject Page Abstract 1. Introduction 1 2. Objective 5 3. Methodology 3.1 Radar Information and Hydrological 6 Characteristics 3.2 Data and Location Selected 8 3.3 Conversion of Radar Images into the 10 Quantitative Rainfall 3.4 Rainfall-Runoff Inundation (RRI) Model 11 4. Results and Discussions 4.1 Derivation of Z-R Relationship 12 4.2 RRI Model Output 29 5. Conclusions 37 References 39 Appendices 43 Determination of Z-R Relationship and Inundation Analysis for Kuantan River Basin ABSTRACT Flood contribute to significant danger in life and property in many areas over the world. In Malaysia, monsoonal flood and flash flood occur respectively during the northeast monsoon and heavy rains cause the loss of life and property damages. All those rain rates will be applied into flood forecasting model such as Rainfall Runoff Inundation (RRI) model to identify the inundation areas. Some researchers had evaluated and found that the radar rain rate is highly effective in estimating average rainfall over a river basin, which is important in flood forecasting. -
CHAPTER 1 INTRODUCTION 1.1 Background of Study Clean Water Is
CHAPTER 1 INTRODUCTION 1.1 Background of Study Clean water is vital for our healthy living. All human beings on earth need an adequate supply of fresh and clean drinking water and it is a basic need. Still, hundreds of millions of people worldwide are lacked of clean water. Based on The United Nations World Water Development Report in 2014, there is only 2.53 percent is freshwater while the remainder is saltwater. There are about two thirds of the freshwater is being locked up in glaciers and permanent snow cover. With the population increasing, freshwater resources are in demand and even further reduced by pollution. There are some 2 million tons of waste per day are disposed of within receiving waters like industrial wastes and chemical, agricultural waste and human waste. Our world will face critical challenges in coping up with progressive water shortages and water pollution (UN, 2014). River is the life line of human settlement all over the globe. Civilizations have been founded upon the banks of rivers in the earliest times. Due to the advent of civilization and increasing human populations, the range of requirements for water has increased with higher demands for higher water quality. The river water quality has degraded by several human activities like; clearing of forests and natural vegetation for agriculture activities, timber harvesting, excessive use of fertilizers and pesticide with the development of agriculture plantations, excessive use of fertilizers and pesticide with the development of agriculture plantations in peat Klang River is located within the state of Selangor and Kuala Lumpur in Malaysia and connected to the Straits of Malacca. -
Daily Forecasting of Dam Water Levels Using Machine Learning
International Journal of Civil Engineering and Technology (IJCIET) Volume 10, Issue 06, June 2019, pp. 314-323, Article ID: IJCIET_10_06_031 Available online at http://iaeme.com/Home/issue/IJCIET?Volume=10&Issue=6 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication DAILY FORECASTING OF DAM WATER LEVELS USING MACHINE LEARNING Wong Jee Khai Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional, 43000, Kajang, Selangor, Malaysia Institute of Energy Infrastructure (IEI), Universiti Tenaga Nasional, 43000, Kajang, Selangor, Malaysia Moath Alraih Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional, 43000, Kajang, Selangor, Malaysia Ali Najah Ahmed* Institute of Energy Infrastructure (IEI), Universiti Tenaga Nasional, 43000, Kajang, Selangor, Malaysia Chow Ming Fai Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional, 43000, Kajang, Selangor, Malaysia Institute of Energy Infrastructure (IEI), Universiti Tenaga Nasional, 43000, Kajang, Selangor, Malaysia Ahmed EL-SHAFIE Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia Amr EL-SHAFIE Civil Engineering Department, Giza High Institute for Engineering and Technology, Giza, Egypt *Corresponding Author ABSTRACT The design and management of reservoirs are crucial towards the improvement of hydrological fields subsequently leading to better Integrated Water Resources Management (IWRM). Different forecasting models used in designing and managing dams have been developed recently. This report paper proposes a time-series forecasting model formed on the basis of assessing the missing values. This is followed by different variable selection to determination to gauge the reservoir’s water level. The investigation gathered data from the Klang Gates Dam Reservoir as well as daily rainfall data. -
Dam Break Flood Inundation Modelling for Klang Gate Dam
DAM BREAK FLOOD INUNDATION MODELLING FOR KLANG GATE DAM NURASHIKIN BINTI ZAINAL ABIDIN A project report submitted in partial fulfilment of the requirements for the award of the degree of Master of Engineering (Civil-Hydrology & Water Resources) Faculty of Civil Engineering Universiti Teknologi Malaysia JUNE 2015 iii Specially dedicated to my beloved husband Mohd Irsyam Noorfawana Bin Masri and my lovely daughters, Nurin and Nadia. I love you. iv ACKNOWLEDGEMENT Prima facea, I am grateful to Allah S.W.T for the good health and wellbeing that were necessary to complete this dissertation. I was really appreciated to many people that contribute towards my understanding and thoughts in order to finish this study. I wish to express my sincere thanks to my supervisor, Assoc. Prof. Dr. Supiah Binti Shamsudin for her guidance and encouragement. Also to Dr. Zulhilmi B Ismail and Dr. Mohamad Hidayat B. Jamal for their critics, advice and guidance. I place on record, my sincere thank you to Jabatan Perkhidmatan Awam (JPA) and Jabatan Kerja Raya, for the education fees sponsorship. My sincere appreciation to my colleagues Mr. Irsyam, Miss Farihan, Mrs. Niza, Mrs. Norhayati and Mr. Aliff for their supportive, motivation, love, advice and friendship. Thank you for sharing expertise and experience to me. I take this opportunity to express gratitude to all of the Hydrology and Water Resources lecturers for their knowledge's and experiences. I also thank my parents and parents in law for the unceasing Dua's, encouragement, support and attention. Last but not least, to my beloved husband Mr. Mohd Irsyam Noorfawana Bin Masri, I am extremely thankful and indebted to him for sharing expertise, and sincere encouragement extended to me. -
RIVER of LIFE : IMPLEMENTATION of INTERCEPTOR Anita Ainan Department of Irrigation and Drainage Malaysia CONTENTS
RIVER OF LIFE : IMPLEMENTATION OF INTERCEPTOR Anita Ainan Department of Irrigation and Drainage Malaysia CONTENTS • INTRODUCTION TO RIVER OF LIFE • RIVER OF LIFE COMPONENTS • OBJECTIVES OF INTERCEPTOR • BASIC CONCEPTS OF INTERCEPTOR SYSTEMS • INTERCEPTOR PROJECT AT PRECINTS 7 • CONCLUSION WHAT IS “RIVER OF LIFE”? River of Life Transforming Klang & Gombak Rivers into a vibrant and liveable waterfront with high economic value 2011 River Cleaning River Beautification Land Development 2020 • Clean and improve the • Masterplanning and • Cleaning and 110km stretch river beautification works will beautification works will tributaries along the be carried out along a spur economic Klang River basin from 10.7km stretch along the investments into the current Class III-V to Klang and Gombak river areas immediately Class IIB by 2020 corridor surrounding the river • Covers the municipal • Significant landmarks in corridor areas of: the area include Dataran • Potential government -Selayang (MPS) Merdeka, Bangunan land will be identified and -Ampang Jaya (MPAJ) Sultan Abdul Samad and tendered out to private -Kuala Lumpur (DBKL) Masjid Jamek developers through competitive bidding RIVER OF LIFE: RIVER CLEANING TRANSFORMING THE KLANG RIVER REQUIRES AN INTEGRATED APPROACH THAT STOPS Key POLLUTION AT THE SOURCE Description Lead Agency Initiative Upgrading existing sewerage facilities is the most impactful and JPP 1 Aspiration important initiative to reduce Klang river pollution Existing regional sewage treatment plants must be expanded to JPP 2 cater for -
Tidal Effects on the Flow and Channel Geometry of Klang River Estuary
UNIVERSITI PUTRA MALAYSIA TIDAL EFFECTS ON THE FLOW AND CHANNEL GEOMETRY OF KLANG RIVER ESTUARY MUHANNAD A. MAHDI FK 2000 38 TIDAL EFFECTS ON THE FLOW AND CHANNEL GEOMETRY OF KLANG RIVER ESTUARY By MITHANNAD A. MARDI Thesis Submitted in Fulfilment of the Requirement for the Degree of Master of Science in the Faculty of Engineering Universiti Putra Malaysia July 2000 DEDICATION TO MY WIFE AZLIN MY DAUGHTER SURA AND ALL THE FAMILY MAMBERS IN IRAQ AND .MALAYSIA 11 Abstract of thesis presented to the Senate of Universiti Putra Malaysia in fulfilment of the requirements for the degree of Master of Science TIDAL EFFECTS ON THE FLOW AND CHANNEL GEOMETRY OF KLANG RIVER ESTt1ARY By MUDANNAD A. MARDI July 2000 Chairman: Dr. Suleyman Aremu Muyibi Faculty: Engineering The aim of this study is to predict the Iong·term behaviour of the Klang River estuary in terms of changes in the river morphology due to tidal effect that will help plan the industrial and commercial activities within the estuaries. The main objectives were to simulate the tidal effect on channel geometry, and the flow (water level) by using a mathematical modelling of finite difference approach (MIKE 11) as well as analysis of available data. The input data for MIKE 11 was the tide water level at port Klang and the probable discharge at Kota Bridge for ARIlOO, 70,50,10 from previous report and the cross section for 1993 survey. Changes in river morphology were evaluated by dividing Klang River estuary into five sections based on the available data for the cross section throughout the year. -
Urbanisation and Water Quality Control for the Source of Water in Kuala
URBANISATION AND WATER QUALITY CONTROL FOR THE SOURCE OF WATER IN KUALA LUMPUR CITY MEERA MUNUSAMY National Hydraulic Research Institute of Malaysia (NAHRIM) Ministry of Natural Resources and Environment MALAYSIA 08 March 2010 PRESENTATION OUTLINE 1. Socio‐economic condition of KL City 2. Scenario of quantity and quality of water 3. Effluent Load to the water source 4. Current measures on quality control 5. Issues on quality control 1. Socio‐economical and natural conditions of Kuala Lumpur Area : 243 km2 Population : 1,655,100 Population Density : 6,811/km2 Districts around Klang Valley : Gombak, Hulu Selangor,Klang, Petaling Peninsular of Malaysia Population around Klang Valley State/District Populations Annual Average Precipitation 1980 1990 2000 2009 Selangor 1,515,536 2,413,567 4,188,876 •Equatorial •Average annual rainfall Gombak 688,700 2500mm a year and the average Klang 840,700 temperature is 27 °C (81 °F) Ulu Langat 1,170,900 4000 3500 KL Federal 977,102 1,226,708 1,379,310 1,655,100 3000 2500 Territory 2000 1500 1000 500 0 Population Density, 2009 Peninsular Sarawak Sabah State/District Area (sq. Population (‘000) Population Average Annual Sex Ratio Median Age km) Density (per sq. Population (years) km.) Growth Rate (%) 2008‐2009 Selangor Gombak 628 688.7 1,097 1.9 103 26.1 Klang 636 840.7 1,822 1.9 110 27.0 Petaling 501 1,547.1 8,088 2.2 102 27.1 Hulu Langat 840 1,170.9 1,394 2.5 103 26.7 KL Federal Territory 243 1,655.1 6,811 1.6 103 29.0 Source: Department of Statistics Malaysia y The Gross Domestic Product (GDP) for Kuala Lumpur (at purchasers’ value in 1987 prices) has increased from RM21,157 million in 1995 to RM25,968 million in 2000, an average annual growth rate of 4.2 percent. -
Knowing Primitives, Witches, and the Spirits: Anthropology and the Mastery of Nonsense Richard Baxstrom University of Edinburgh
Knowing Primitives, Witches, and the Spirits: Anthropology and the Mastery of Nonsense Richard Baxstrom University of Edinburgh Beloved, believe not every spirit, but try the spirits whether they are of God: because many false prophets are gone out into the world 1 John 4:1 prologue: ghost hunting “There. Right There! Can you see them?” am standing in a small compound housing, one of the many “unregistered” (i.e., illegal) temples on the banks of the Klang River in the Brickfields area of Kuala Lumpur, Malaysia. I am holding a digital video camera, capturing the scene of a long ritual that is Itaking place in the temple grounds. I do this as part of a long-term ethnographic field research project that I am conducting regarding the transformation of the neighborhood in the face of aggressive, large-scale urban development projects. It is the first week of August 2002. It is the middle of the night. I am hunting ghosts. I am not alone in the compound. The small, crudely fenced-off space tucked away behind some 1970s-era apartment buildings is teeming with people. It is the end of the Festival of the Hungry Ghosts, a recognized holiday usually associated with “Buddhists” and “the Chinese” by local Malaysians. The generally held connection of the festival with the Malaysian Chinese The body of this article is derived from research originally undertaken with Todd Meyers as part of our coauthored manuscript “Evidence of Forces Unseen: The Realization of the Witch in Benjamin Christensen’s Häxan.” I wish to acknowledge his contribution and the generous suggestions and editorial comments offered by the anonymous reviewer of this issue. -
World Bank Document
DOCUMENT OF INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPMENT INTERNATIONAL DEVELOPMENT ASSOCIATION NotFor Public Use Public Disclosure Authorized FILEcOPY ReportNo. 68a-MA APPRAISAL OF THE KUALA LUMPURWATER SUPPLY PROJECT - SECOND STAGE Public Disclosure Authorized MALAYSIA May 2, 1973 Public Disclosure Authorized Public Disclosure Authorized Asia Projects Department Public Utilities Division | This report was prepared for official use only by the Bank Group. It may not be published, quoted or cited without Bank Group authorization. The Bank Group does not accept responsibility for the accuracy or completeness of the report. CURRENCYEQUIVALENTS Currency Unit = Malaysian Dollar (M$) M$ 1.00 = 100 cents US$1.00 = M$ 2.54 US$1 million M$ 2.54 million M$ 1.00 - US$0.39 M$ 1 million US$393,700 MEASURESAND EQUIVALENTS gallon = Imperial gallon (1 Imperial gallon = 1.2 U.S. gallons or 4.5461 liters) gpd 5 Imperial gallons per day _Mg = million Imperial gallons IMgd = million Imperial gallons per day (1 IMgd = 4,546 cubic meters per day) PRINCIPAL ABBREVIATIONS AND ACRONYMS USED PWD Public Works Department UNDP 5 United Nations Development Program UNICEF - United Nations InternationalChildren's Emergency Fund WD 5 Water Division WHO World Health Organization FISCAL YEAR January 1 - December 31 MALAYSIA APPRAISAL OF THE KUALA LUMPURWATER SUPPLY PROJECT - SECOND STAGE Table of Contents Page No. SUMMARYAND CONCLUSIONS .. i-ii I. INTRODUCTION .. .............. 1 II. THE SECTOR ............................................. 2 General ........................................... 2 Sector Development . 2 Sector Organization and Management . 3 Water Supply Sector - Selangor State . 4 III. THE PROJECT ............................................ 5 Description . 5 Cost Estimates ...... ...................... 6 Amount of Proposed Loan . 7 Design, Construction and Supervision of Construction 7 Procurement ...................................... -
World Bank Document
ZAIVA &d/-8f4 FL -C p FILE COPY R EESTRICTEDS Report No. TO-636a Public Disclosure Authorized This report was prepared for use within the Bank and its affiliated organizations. They do not accept responsibility for its accuracy or completeness. The report may not be published nor may it be quoted as representing their views. INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPMENT INTERNATIONAL DEVELOPMENT ASSOCIATION Public Disclosure Authorized APPRAISAL OF THE KUALA LUMPUR WATER SUPPLY PROJECT - SELANGOR STATE MALAYSIA Public Disclosure Authorized August 20, 1968 Public Disclosure Authorized Projects Department CURRENCY EQUIVALENTS US$1. 00 M$3. 00 M$1. 00 US$o. 33 M$, 000, 000 = US$333,333 ABBREVIATIONS gallon = imperial gallon - 1.20 U. S. gallons IMgd = million Imperial gallons per day gcd _ gallons per capita per day FISCAL YEAR January 1 December 31 APPRAISAL OF THE KUALA LUMPUR WJATER SUPPLY PROJECT - SELANGOR STATE MALAYSIA TABLE OF CONTENTS Page No. SUMMARY 1. INTRODUCTION 1 2. THE PROPOSED BORROWER AND BENEFICIARY 2 A. The Borrower 2 B. The Beneficiary 2 Organization and Management 2 Accounts and Audit 3 Financial Position and Earnings 4 Present Financial Position 5 Past Earnings 6 Water Charges 7 Billings and Collections 8 Present Water Services and Use 9 Water Quality 11 The Sewerage System 11 3. THE PROJECT Description of the Project Works 12 Other Works 12 Cost Estimates 12 Planning, Design and Supervision of Construction 14 Procurement and Disbursement 114 4. JUSTIFICATION 15 5. FUTURE FINANCING 17 Financing Plan 17 Financial Projections 18 6. CONCLUSIONS AND RECOMMENDATIONS 19 This report is based on the findings of a Bank mission consisting of Messrs.