Operating Experience of Inflatable Dam for Pollution Control in Deep Bay, Hong Kong
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Dasu Hydropower Project
Public Disclosure Authorized PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY (WAPDA) Public Disclosure Authorized Dasu Hydropower Project ENVIRONMENTAL AND SOCIAL ASSESSMENT Public Disclosure Authorized EXECUTIVE SUMMARY Report by Independent Environment and Social Consultants Public Disclosure Authorized April 2014 Contents List of Acronyms .................................................................................................................iv 1. Introduction ...................................................................................................................1 1.1. Background ............................................................................................................. 1 1.2. The Proposed Project ............................................................................................... 1 1.3. The Environmental and Social Assessment ............................................................... 3 1.4. Composition of Study Team..................................................................................... 3 2. Policy, Legal and Administrative Framework ...............................................................4 2.1. Applicable Legislation and Policies in Pakistan ........................................................ 4 2.2. Environmental Procedures ....................................................................................... 5 2.3. World Bank Safeguard Policies................................................................................ 6 2.4. Compliance Status with -
PAKISTAN: LAI NULLAH BASIN FLOOD PROBLEM ISLAMABAD – RAWALPINDI CITIES1 Ahmed Kamal 2
WMO/GWP Associated Programme on Flood Management PAKISTAN: LAI NULLAH BASIN FLOOD PROBLEM ISLAMABAD – RAWALPINDI CITIES1 Ahmed Kamal 2 Abstract. Information is provided about the general approach and experience regarding flood management and mitigation in Pakistan, and in the Lai Nullah Basin in particular. An extraordinary flood event in the year 2001 marked the start of a shift towards the concept of integrated flood management with a view to effectively manage and mitigate flood and related problems, both on a national basis and on a river basin level. The paper discusses the countrywide approach, the various structural and non-structural measures in place and also those in the case study area. The relative importance and applicability of these measures are outlined and, for the case study area, an analysis of those being adopted or proposed for the future is made. Legal aspects of flood management regarding land use, flood warning, preparedness and response are briefly described. Mention is also made of emerging concepts of stakeholder participation. The study concludes with a detailed listing of “lessons learnt”, which could be used for possible application in countries that intend to adopt an IFM approach 1. Location The Lai Nullah Basin is located in the northern part of Pakistan, with a catchment area of 239.8 Km². It has a length of about 30 Km, stretching from the upper reaches which comprise the Federal Capital City Islamabad, at its north-western edge, to the lower reaches which hold the Rawalpindi District, Punjab Province, in its south-eastern edge. The Nai Nullah river has six mayor tributaries, three originating in the foothills of Islamabad in the higher plain area; it then flows down through the lower lying city of Rawalpindi, where another three tributaries join the river. -
Pakistan: Lai Nullah Basin Flood Problem Islamabad – Rawalpindi Cities
WORLD METEOROLOGICAL ORGANIZATION THE ASSOCIATED PROGRAMME ON FLOOD MANAGEMENT INTEGRATED FLOOD MANAGEMENT CASE STUDY1 PAKISTAN: LAI NULLAH BASIN FLOOD PROBLEM ISLAMABAD – RAWALPINDI CITIES January 2004 Edited by TECHNICAL SUPPORT UNIT Note: Opinions expressed in the case study are those of author(s) and do not necessarily reflect those of the WMO/GWP Associated Programme on Flood Management (APFM). Designations employed and presentations of material in the case study do not imply the expression of any opinion whatever on the part of the Technical Support Unit (TSU), APFM concerning the legal status of any country, territory, city or area of its authorities, or concerning the delimitation of its frontiers or boundaries. LIST OF ACRONYMS ADB Asian Development Bank ADPC Asian Disaster Preparedness Centre ADRC Asian Disaster Reduction Centre CDA Capital Development Authority Cfs Cubic Feet Per Second DCOs District Coordination Officers DTM Digital Terrain Model ECNEC Executive Committee of National Economic Council ERC Emergency Relief Cell FFC Federal Flood Commission FFD Flood Forecasting Division FFS Flood Forecasting System GPS Global Positioning System ICID International Commission on Irrigation & Drainage ICIMOD International Centre for Integrated Mountain Development ICOLD International Commission on Large Dams IDB Islamic Development Bank IFM Integrated Flood Management IWRM Integrated Water Resources Management JBIC Japan Bank for International Cooperation JICA Japan International Cooperation Agency LLA Land Acquisition Act MAF -
TCP Core Plan of Melghat Tiger Resurve
PREFACE Melghat Tiger Reserve (MTR), the part of Satpuda Maikal ranges falls in Amarvati, Akola and Buldhana districts of Vidharbha in Maharashtra. It is one of the 9 Project Tiger declared initially in 1973 by Government of India and came into existence on 22nd Feb, 1974 as the first tiger reserve of Maharashtra. MTR is the store house of biodiversity and tribal culture. MTR is a typical representative of Central Indian Highland forming a part of the Bio- geographic zone ‘6 E-Deccan Peninsula’– Central Highlands. The reserve forms an important corridor between protected and forests areas of Madhya Pradesh and Maharashtra ensuring contiguity of forests in Satpuras. Melghat Tiger Reserve is predominately inhabited by Korku tribes. The Korkus, Nihals and Gaolis have their own tradition of indigenous ethno botanical knowledge. The gotras of Korkus are seen to have been named after trees e.g. Jamunkar, Semalkar etc. which goes to prove the integration of their culture with nature. The reserve forms a very important catchment to Tapi and Purna river systems with important tributaries like Dolar, Khandu, Sipna, Gadga, Khapra and Wan river. The river Chandrabhaga which originates from Chikhaldara has its watershed in the reserve. The Gavilgarh fort and Vairat points in the Vicinity of Chikhaldara hill station have important historical significance. Crevices in valleys and forts offer good hiding spaces for wildlife. It harbours a viable population of Tiger (Panthera tigris) and of the endangered Gaur (Bos gaurus). All India Tiger Census, 2010 estimated the presence of about 32-35 tigers in the reserve and it has the potential of supporting 50 tigers based on today’s prey base available as estimated by the method of Hayward et.al. -
Palaeozoic Rocks of the San Tin Group Classification and Distribution
PalaeozoicRocks of the San Tin Group Classification and Distribution The sedimenmryrocks of this Palaeozoicbasin (the San Tin Group) occupy a northeasterly,curving, faulted, irregular belt at least 25 km long and up to a maximum of 4 km in width. This fault-bounded basinextends northwards into Shenzhenand Guangdong,and south throughTuen Mun. Bennett (1984c) outlined the basic structureof the areaas a narrow grabenbetween the CastlePeak and the Sung Kong granites,and noted the presenceof metasedimenmryrocks of the Repulse Bay Formation and the Lok Ma ChauFormation. The San Tin Group is divided into two formations; a lower, largely calcareousYuen Long Formation, and an upper, mostly arenaceous/argillaceousLok Ma ChauFormation (Langford et ai, 1989)(Figure5). Yuen Long Formation The Yuen Long Fonnation was named by Lee (1985) to distinguish the concealed marbles and limestonesof the Yuen Long area from the better known clastic rocks belonging to the establishedand exposed Lok Ma Chau Fonnation (Bennett, 1984b). The distinctive carbonate lithologies were originally recognised by Ha et al (1981), who suggested that they probably belonged to the CarboniferousPeriod. General supportfor a Carboniferousage was provided by the strike of the rocks which could be traced northeastwardsinto Shenzhen,where unpublished1:50 000 geologicalmapping of the Shenzhen,Special Economic Zone apparently showed similar lithologies classified as Lower Carboniferous(Visean) (Lai & Mui, 1985). The Yuen Long Fonnation is overlain by the Lok Ma Chau Fonnation. The boundary betweenthe two fonnations is in places gradationalbut in others sharp and probably unconfonnable.The presenceof beds of marble intercalatedwith the lowest metasiltstonesin someboreholes is interpretedby Langford et al (1989) to be a gradual passagefrom a dominantly calcareoussequence to one of largely clastic material. -
Project Profile for Yuen Long South Effluent Polishing Plant
THE GOVERNMENT OF THE HONG KONG SPECIAL ADMINISTRATIVE REGION DRAINAGE SERVICES DEPARTMENT Project Profile for Yuen Long South Effluent Polishing Plant January 2019 Yuen Long South Effluent Polishing Plant Project Profile CONTENTS 1. BASIC INFORMATION .............................................................................................................. 2 1.1 Project Title ...................................................................................................................................... 2 1.2 Purpose and Nature of the Project .................................................................................................... 2 1.3 History of Site .................................................................................................................................. 2 1.4 Name of the Project Proponent ........................................................................................................ 2 1.5 Location and Scale of the Project ..................................................................................................... 3 1.6 Type of Designated Project covered by the Project Profile ............................................................. 3 1.7 Name and Telephone Number of Contact Persons .......................................................................... 4 2. OUTLINE OF PLANNING AND IMPLEMENTATION PROGRAMME ............................ 5 2.1 Project Planning and Implementation ............................................................................................. -
CUHK Startup Scheme for Social Impact 3
annual report Recurrent Funding for Knowledge Transfer 2015 - 2016 submitted to: University Grants Committee Table of Contents 1. Execuve Summary 2. A New CUHK Startup Scheme for Social Impact 3. Fostering Entrepreneurship 3.1. Pre-incubation Centre (Pi Centre) 3.2. Technology Startup Support Scheme for Universities (TSSSU) 3.3. Extending Outside Practice (OP) Policy to Non-Professoriate Research Staff 4. Facilitang Technology Transfer 4.1. Reaching Out to Investors and Development Partners 4.2. Building Relationships with Organizations Locally and Abroad 4.3. IP Licensing and Competition 4.4. Revision of IP Policy 5. Capacity Building and Connuous Improvement 5.1. Capacity Building 5.2. Continuous Improvement 6. Impact Case Studies Case Study 1: Method for Preparing Titanium Dioxide (TiO2) with Higher Photocatalytic and Antibacterial Activities Case Study 2: Novel Therapeutics Against Rare Neurodegenerative Diseases Case Study 3: Nourishing a Life of Dignity: Healthy Individuals, Resilient Families and Sustainable Communities Case Study 4: Enhancing Public Awareness of Sarcopenia 7. Looking Ahead Annex 1 Impact Case Studies Annex 2 Financial Report on the Use of UGC KT Fund Annex 3 Updates on Table 4.1 of Inial Statement Annex 4 Updates on Table 4.2 of Inial Statement Annex 5 Number of Patents Filed in 2015/16 with Breakdown Annex 6 Number of Patents Granted in 2015/16 with Breakdown Annex 7 Number of Licenses Granted in 2015/16 with Breakdown Annex 8 Contracts Reviewed and/or Executed through ORKTS 2015/16 Annex 9 Knowledge Transfer Project Fund: Project List and Details Annex 10 Sustainable Knowledge Transfer Fund: Project Details Annex 11 Technology and Business Development Fund: Project List and Details Annex 12 Number of Spin-off Companies with Breakdown 2015/16 Annex 13 Knowledge Transfer Seminar Series Annex 14 Network Building: Acvies Conducted or Parcipated by ORKTS 2015/16 1. -
Storm Water Flood Modeling in the Sub- Basin of Chennai Corporation, Chennai, Tamilnadu, India
Storm Water Flood Modeling in the Sub- basin of Chennai Corporation, Chennai, Tamilnadu, India Dr. Y. R. Satyaji Rao Scientist F and Head Deltaic Regional Centre National Institute of Hydrology Kakinada 533003, Andhra Pradesh, India Website: www.nih.ernet.in Types of Flooding (Geographically): Riverine flooding It happens when extreme rainfall attacks in a river basin (Mississippi, 1993; Miller, 1997; Changman, 1998; Li and Guo et al., 1999; NVE, 2000; Meade, 2002). Urban flooding It is triggered when surface runoff exceeds the capacity of drainage systems, which happens when heavy rainfall pours on sewers with the limited capacity, or even medium rainfall falls on poorly planned or operated drainage systems (Kamal and Rabbi, 1998; Arambepola, 2002). Coastal flooding It takes place when heavy rainfall on inland encounters storm surges from the sea (Miller, 1997; Barry, 1997; Smith and Ward, 1998; Parker1, 2000; Pilarczyk and Nuoi, 2002). Definition of Urban Drainage Systems Urban drainage systems are defined as physical facilities that collect, store, convey, and treat runoff in urban areas. These facilities normally include detention and retention facilities, streets, storm sewers, inlets, open channels, and special structures such as inlets, manholes, and energy dissipaters” (ASCE and WEF, 1992). Why Urban Floods are increasing ? Increase in Flood peak and storm water network designs are old (Design limitations) Improper maintenance of storm water network (Carrying capacity) Impact of Boundary Conditions (Confluence points/backwater/tides) -
Case Study: Heavy Rainfall Event Over Lai Nullah Catchment Area
Pakistan Journal of Meteorology Vol. 6, Issue 12 Case Study: Heavy Rainfall Event over Lai Nullah Catchment Area Muhammad Afzal1, Qamar-ul-Zaman1 Abstract This research is an effort to understand the heavy rainfall phenomenon which gripped the upper area of Pakistan from 4–9 July 2008. This week lasting event created close to flood situation in Lai Nullah basin of Islamabad. The focus is mainly kept at flooding occurred in the Nullah on 5th July. This study was also an effort to effectively forecast the amount of precipitation expected as a result of such event so that flood like situation can be timely forecasted. The NCEP reanalysis (2.5° × 2.5°) data sets were utilized for this purpose. Different meteorological fields were used to get a picture of atmosphere. It also helped in comparison of both the observed and reanalysis data sets for one particular event. NCEP reanalysis data set though of coarse resolution presented good picture of event in terms of interaction between two main weather systems. The analysis revealed that the south-easterly incursion from the Arabian Sea was activated due to the westerly trough approaching the HKH mountain ranges. The results showed that Vertical wind Velocity (omega) and constant pressure surfaces are good predictors for this particular study. Keywords: Lai Nullah, NCEP reanalysis, Arabian Sea, South-easterly. Introduction Pakistan being situated between 23° 35' – 37° 05' North latitude and 60° 50' -77° 50’ East longitude falls in the Extratropics. It defines the western limits of Easterlies in South Asia. Precipitation is received in both summer and winter seasons. -
Macro Drainage System in Cma
Chapter X MACRO DRAINAGE SYSTEM IN CMA Introduction: CMA lies along the east coast of Southern India and is traversed by three major rivers namely Kosasthalaiyar River, Cooum River and Adyar River. The climate of the region is dominated by the monsoons, which are caused by thermal contrast between land and sea. Monsoon climates are characterised by clearly marked seasons with specific types of wind and weather. The South West monsoon dominates weather patterns in Tamilnadu from July –September and is characterised by periods of sultry wet weather. Rain shadow effects limit rainfall in the east coast in Tamilnadu and it is light or intermittent during this season. This period is followed by North-East Monsoon, which brings cool cloudy weather, relatively free of rain over most of the monsoon- dominated land (India). The exception is South-East-India including Tamilnadu where about 78% of the annual rainfall occurs at this time. The start of the heavy rains usually falls in October lasting up to December. Most of the rainfall is associated with clear synoptic systems of depressions and cyclones with night time rainfall most common. In CMA between October and December most of the rainfall occurs and it is rare between January and April. 10.02 River Nagari which has a large catchment area in the Chittoor District (Andhra Pradesh) region and the Nandi River, which has catchment area in the Vellore District, join near Kanakamma Chattiram and enter Poondi Reservoir. Kosasthalaiyar River, which has its origin near Kaveripakkam and has catchment area in North Arcot District, has a branch near Kesavaram Anicut and flows to the city as Cooum River and the main Kosasthalaiyar river flows to Poondi reservoir. -
TOWN PLANNING ORDINANCE (Chapter 131) APPLICATION for PLANNING PERMISSION
TOWN PLANNING ORDINANCE (Chapter 131) APPLICATION FOR PLANNING PERMISSION Pursuant to section 16(2D) of the Town Planning Ordinance (the Ordinance), the planning applications made under section 16(1) of the Ordinance as set out in the Schedule below are available for public inspection during normal office hours at the following locations - (i) the Planning Enquiry Counter, 17th Floor, North Point Government Offices, 333 Java Road, North Point, Hong Kong; and (ii) the Planning Enquiry Counter, 14th Floor, Sha Tin Government Offices, 1 Sheung Wo Che Road, Sha Tin, New Territories. In accordance with section 16(2F) of the Ordinance, any person may make comment to the Town Planning Board (the Board) in respect of the applications. The comment should state the application number to which the comment relates and should be made to the Secretary of the Board by hand, post (15th Floor, North Point Government Offices, 333 Java Road, North Point, Hong Kong), fax (2877 0245 or 2522 8426) or e-mail ([email protected]), or through the Board’s website (http://www.info.gov.hk/tpb/) not later than the date specified in the Schedule. Any person who intends to make comment is advised to read the “Town Planning Board Guidelines on Publication of Applications for Amendment of Plan, Planning Permission and Review and Submission of Comments on Various Applications under the Town Planning Ordinance” (the Guidelines) for details. The Guidelines are available at the above locations, the Secretariat of the Board (15th Floor, North Point Government Offices, 333 Java Road, North Point, Hong Kong) as well as the Board’s website (http://www.info.gov.hk/tpb/). -
Review of Operations
Review of Operations 21 Property Sales 64 Property Related Businesses 22 Hong Kong Property Business 71 Telecommunications and Information Technology 22 Land Bank 72 Transportation, Infrastructure and Logistics 24 Property Development 34 Property Investment 75 Corporate Finance 44 Mainland Property Business 76 Customer Service 44 Land Bank 46 Property Development 60 Property Investment The Group’s International Commerce Centre and International Finance Centre form a magnificent Victoria Harbour Gateway SUN HUNG KAI PROPERTIES LIMITED 20 Annual Report 2009/10 Property Sales The Group sold or pre-sold an attributable HK$23,218 million worth of properties in the third quarter of 2010, mainly from Hong Kong of properties in the year under review, compared to last year’s properties including Lime Stardom in Kowloon and Larvotto in HK$25,674 million. A number of projects in Hong Kong and on the Island South. Nearly 95 per cent of the units in these two projects mainland were put on the market over the past year and produced have been sold. highly encouraging sales. The Group will continue offering new developments for sale as Sales of Hong Kong properties amounted to HK$20,562 million, planned. Major residential projects in Hong Kong to go on sale in mostly from YOHO Midtown in Yuen Long, Aria and The Latitude the rest of the current financial year include luxury town houses in Kowloon and The Cullinan at Kowloon Station. The remaining Valais at Beas River, Avignon on Castle Peak Road, Park Nara and a HK$2,656 million was from mainland and Singapore properties, project on Po Yip Street in Yuen Long and the residential towers including Lake Dragon in Guangzhou and Orchard Residences in at the integrated landmark development at Tseung Kwan O Singapore.