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A Preliminary Study on Potential of Developing Shower/Laundry Wastewater Reclamation and Reuse System
Chemosphere 52 (2003) 1451–1459 www.elsevier.com/locate/chemosphere A preliminary study on potential of developing shower/laundry wastewater reclamation and reuse system Weizhen Lu *, Andrew Y.T. Leung Department of Building and Construction, City University of Hong Kong, Kowloon, Hong Kong, HKSAR, PR China Abstract With the ever-increasing urban population and economic activities, water usage and demand are continuously in- creasing. Hence, finding/re-creating adequate water supply and fully utilizing wastewater become important issues in sustainable urban development and environmental benign aspect. Considering Hong KongÕs situation, e.g., lack of natural fresh water, domination of municipal wastewater, etc., developing wastewater reclamation and reuse system is of specific significance to exploit new water resource and save natural fresh water supplied from Mainland China. We propose and have carried out some preliminary studies on the potential of categorizing municipal wastewater, devel- oping grey and storm water recycling system in public housing estate, investigating the feasibility and potential of using reclaimed grey water, etc. Since there is very limited experience in grey water recycling, such initial studies can help to understand and increase knowledge in utilizing grey water, to foresee the feasibility of developing new water resource, to estimate the cost-effectiveness of reclaiming grey water in metropolitan city. Ó 2003 Elsevier Ltd. All rights reserved. Keywords: Potable; Potential; Shower/laundry water; Water resource; Wastewater reclamation and reuse 1. Introduction densely populated international world-trading center (with population density of 6000 persons/km2) has suf- Water is a limited and, in the mean time, the most fered water shortage for most of its 160-years history. -
RNTPC Paper No. A/NE-TK/681 for Consideration by the Rural and New Town Planning Committee on 29.5.2020
RNTPC Paper No. A/NE-TK/681 For Consideration by the Rural and New Town Planning Committee on 29.5.2020 APPLICATION FOR PERMISSION UNDER SECTION 16 OF THE TOWN PLANNING ORDINANCE APPLICATION NO. A/NE-TK/681 Applicants Messrs. WONG Wong Po Stanley and WONG Pak Sing represented by Ms. YU Tsz Shan Site Government land in D.D. 28, Tai Mei Tuk, Tai Po, N.T. Site Area About 340m² Land Status Government land Plan Approved Ting Kok Outline Zoning Plan (OZP) No. S/NE-TK/19 Zoning “Conservation Area” (“CA”) Application Temporary Shop and Services (Selling of Refreshment, Hiring of Fishing related Accessories and Storage) for a Period of Three Years 1. The Proposal 1.1 The applicants seek planning permission to use the application site (the Site) for temporary shop and services (selling of refreshment, hiring of fishing related accessories and storage) for a period of three years. The Site falls within an area zoned “CA” on the approved Ting Kok OZP No. S/NE-TK/19. According to the Notes of the OZP, temporary use not exceeding a period of three years requires planning permission from the Town Planning Board (the Board), notwithstanding that the use is not provided for in terms of the OZP. 1.2 The applied use comprises two single-storey structures (2.44m high) converted from containers, with a total floor area of about 45m2 (Drawings A-1 and A- 2). The operation hours are from 7:00 am to 10:00 pm daily. The Site is accessible from Tai Mei Tuk Road. -
260193224.Pdf
4 14 Tai Tam Upper Reservoir Tai Tam Tuk Reservoir Dam 1912-1917 Valve House 1883 - 1888 12 10 12 6 Tai Tam Byewash Reservoir The masonry-faced concrete gravity dam features ornamental parapets and The valve house forthe dam is located atone third of the way 12 large spillways to handle water overflow. Spillways ateither end ofthe along the top ofthe dam. A simple square structure with a Valve House 1904 damare the original spillways while the other10 have been modified with single doorand small window openings which have since been additionalconcre te structures to actas siphon spillways. Over the spillways blocked, the valve house has been builtin rock-faced rusticated are a road deck formed by 12 arches supported by half-round granite granite blocks. The original hipped roofhas been replaced with columns where busy road runs along connecting Stanley and TaiTam with a flatroof with the projecting cornice, supported by carved ChaiWan and Shek O. ornamental corbels, remains intact. Asmall valve house, located halfway along the 15 16 5 subsidiary dam,is rectangular in shape and features rock-faced granite walls,a flatroofand Tai Tam Tuk Reservoir Valve House 1917 Tai Tam Tuk Reservoir windows. Access walkways along the dam Tai Tam Upper Reservoir R ecorder House 1917 and Memorial Stone 1918 allowed regularins pections and are used today Tunnel Inlet 1883 - 1888 by hikers following trails in TaiTam Country 1918 Park. Original castiron safety railings remain (SirHenryMay, 1912-1918) in place. The valve house is situated near the south end ofthe Tai TamTuk Reservoir dam. The valve house was builton a projecting platformwhich Acommemorative stone is ere cted near the southern end at the top ofthe damto mark the completion ofthe Tai TamReservoirScheme has cantilevered steelbalconies or catwalks fixed to the frontof it. -
Strategic Environmental Assessment : Final Report
STRATEGIC ENVIRONMENTAL ASSESSMENT : FINAL REPORT Hyder-Mott Connell Joint Venture This report is prepared by Hyder-Mott Connell Joint Venture for information and discussion purposes. The findings and recomme ndations do not necessarily represent the views of the HKSARG. Planning Department Agreement No. CE 25/2001 Hong Kong 2030: Planning Vision and Strategy – Strategic Environmental Assessment Final Report Author VARIOUS Checker GUI YI LI Approver ANNE KERR June 2007 This report has been prepared for the Planning Department of the Government of the Hong Kong Special Administrative Region in accordance with the terms and conditions of appointment for Agreement No. CE25/2001 Hong Kong 2030: Planning Vision and Strategy - Strategic Environmental Assessment dated October 2001. Hyder Consulting Limited and Mott Connell Limited cannot accept any responsibility for any use of or reliance on the contents of this report by any third party. Agreement No. CE 25/2001 Hong Kong 2030: Planning Vision and Strategy Strategic Environmental Assessment Final Report AGREEMENT NO. CE 25/2001 HONG KONG 2030: PLANNING VISION AND STRATEGY STRATEGIC ENVIRONMENTAL ASSESSMENT FINAL REPORT TABLE OF CONTENTS PART A : ENVIRONMENTAL CONTEXT 1 1 INTRODUCTION 1 1.1 Preamble 1 1.2 Study Background 2 1.3 Study Objectives 3 1.4 Scope of Work 4 1.5 Structure of the SEA Final Report 5 2 BASELINE CONDITIONS 6 2.1 General 6 2.2 Air Quality 6 2.3 Noise Conditions 8 2.4 Geology, Soils and Contaminated Land 9 2.5 Water Resources and Water Quality 11 2.6 Waste 13 2.7 Energy and -
Page 1 of 12 De-Stratification of Plover Cove Reservoir by Aeration Project Profile
De-stratification of Plover Cove Reservoir by Aeration Project Profile 1. Basic Information 1.1 Project Title De-stratification of Plover Cove Reservoir by Aeration. 1.2 Purpose and Nature of Project 1.2.1 Apart from the surface run-off collected in its direct and indirect gathering grounds, the majority of the storage in the Plover Cove (PC) Reservoir comes from Dongjiang, the water quality of which has been deteriorating since early 1990s. The high concentration of nutrients in the form of nitrate and phosphate stimulates algae growth in the impounded water, particularly in favorable conditions of hot, calm, clear weather in summer months. 1.2.2 The excessive algal growth results in high pH values, odour and taste problems that adversely affect the operation of water treatment works receiving raw water from the reservoir. For example, the pH values in the PC water had risen up to 10 and above in June 2003. This had to a great extent upset the clarification process in the following water treatment works (WTW) for which PC water is the main source of supply:- - Ma On Shan WTW - Pak Kong WTW Other than this, algae blooms have also resulted in odour and unsightliness in the reservoir water. 1.2.3 The results of regular monitoring reveal that thermal stratification often occurs in Plover Cove Reservoir and divides the reservoir water into three layers, namely upper warm layer, thermocline intermediate layer and cool bottom layer. The intermediate layer serves as a barrier in between the upper and bottom layers and isolates the bottom layer from the air at the surface. -
Wug 0814 A14.Indd
PAGE 14 • AUGUST 14, 2011 CHINA DAILY AROUND SHENZHEN SHOPPING SPOTS nature and life. nic areas, which are the Heavenly Beauty Address: The north of the junction of North Area, Lakes Area, Temples Area, Desert Luohu Commercial City Loop Road of Nanshan district and Long- Plants Area, Petrifi ed Forest Area, and 罗湖商业城 zhu Avenue Pines and Rhododendrons Area. It has Transportation: Take buses 201, 25, 316, natural beauty, picturesque buildings Luohu Commercial City is an enclosed 334, 361, 41, 49, 58, 104, 235, 240, 325, 326 and the mysterious Kingdom of Plants. shopping mall located on the Shenzhen or 368 and get off at Taoyuan Village East Address: No 160 Xianhu Road, Liantang, side of the Shenzhen River, right outside Station. the entrance/exit to Luohu Immigra- Luohu district, Shenzhen. Shenzhen Xianhu Botanical Transportation: Take buses 220, 218, 65, tion Control Point. Th is shopping mall 382, 57, 311, K113, 113, 333, 336, 111 or 27. is very popular with tourists. It’s right Garden on the border of Hong Kong and Shen- 仙湖植物园 Waterland Resort zhen. For sale here are a large variety of Shenzhen Xianhu Botanical Garden, 海上田园旅游区 cheap Chinese replicas of brand name located in the northeast of the city, is east watches, clothes, shoes, electronics and Th is is located on the Western Pearl of Shenzhen’s highest peak, Wutong- handbags. Luohu Commercial City River estuary and covers about 1.73 shan, and west of Shenzhen Reservoir. is adjacent to Shenzhen’s subway station. million square meters. It is part of a sub- With an area of 588 hectares, it was built Address: tropical coastal wetlands ecosystem and South of Shenzhen Railway Sta- in 1983 and offi cially opened to the has facilities for tourism, sightseeing, tion, Shenzhen public in 1988. -
Capital Works Reserve Fund
Secondary (Continued) Capital Works Reserve Fund STATEMENT OF PROJECT PAYMENTS FOR 2009-10 Head 709 — WATERWORKS Subhead Approved Original Project Estimate Estimate Cumulative Expenditure Amended to 31.3.2010 Estimate Actual $’000 $’000 $’000 Infrastructure Water Supplies — Combined fresh/salt water supplies 9069WC Improvement of water supply to Western, Central 263,800 243 and Wan Chai areas and extension of water supply 263,438 243 - to Central and Wan Chai reclamation — stage 1 9076WC Improvement to Hong Kong Central mid-level and 229,300 58,800 high level areas water supply — remaining works 188,414 92,576 86,719 9085WC Water supply to South East Kowloon development, 615,700 - stage 1 — works 495,437 250 29 9090WC Replacement and rehabilitation of water mains, 2,063,400 108,000 stage 1 phase 1 1,931,777 179,000 157,211 9091WC Water supply to new developments in Yau Tong 377,600 6,294 area 204,725 7,800 7,706 9092WC Water supply to West Kowloon Reclamation, 162,190 5,000 stage 2 — main works 82,803 5,000 3,373 9174WC Replacement and rehabilitation of water mains, 1,267,100 266,000 stage 1 phase 2 1,022,750 320,000 317,691 9175WC Replacement and rehabilitation of water mains, 115,300 750 stage 1 phase 1 (part 1) works in Sheung Shui, Tai 74,596 4,204 4,199 Po, Sha Tin and Mong Kok 9177WC Replacement and rehabilitation of water mains, 69,800 280 stage 1 phase 1B — detailed design and advance 69,332 280 - works 9179WC Replacement and rehabilitation of water mains, 117,500 1,180 stage 1 phase 1 (part 2) — works in Yuen Long, 99,358 4,160 -
GEO REPORT No. 282
EXPERT REPORT ON THE GEOLOGY OF THE PROPOSED GEOPARK IN HONG KONG GEO REPORT No. 282 R.J. Sewell & D.L.K. Tang GEOTECHNICAL ENGINEERING OFFICE CIVIL ENGINEERING AND DEVELOPMENT DEPARTMENT THE GOVERNMENT OF THE HONG KONG SPECIAL ADMINISTRATIVE REGION EXPERT REPORT ON THE GEOLOGY OF THE PROPOSED GEOPARK IN HONG KONG GEO REPORT No. 282 R.J. Sewell & D.L.K. Tang This report was originally produced in June 2009 as GEO Geological Report No. GR 2/2009 2 © The Government of the Hong Kong Special Administrative Region First published, July 2013 Prepared by: Geotechnical Engineering Office, Civil Engineering and Development Department, Civil Engineering and Development Building, 101 Princess Margaret Road, Homantin, Kowloon, Hong Kong. - 3 - PREFACE In keeping with our policy of releasing information which may be of general interest to the geotechnical profession and the public, we make available selected internal reports in a series of publications termed the GEO Report series. The GEO Reports can be downloaded from the website of the Civil Engineering and Development Department (http://www.cedd.gov.hk) on the Internet. Printed copies are also available for some GEO Reports. For printed copies, a charge is made to cover the cost of printing. The Geotechnical Engineering Office also produces documents specifically for publication in print. These include guidance documents and results of comprehensive reviews. They can also be downloaded from the above website. The publications and the printed GEO Reports may be obtained from the Government’s Information Services Department. Information on how to purchase these documents is given on the second last page of this report. -
Revised Draft Experiences with Inter Basin Water
REVISED DRAFT EXPERIENCES WITH INTER BASIN WATER TRANSFERS FOR IRRIGATION, DRAINAGE AND FLOOD MANAGEMENT ICID TASK FORCE ON INTER BASIN WATER TRANSFERS Edited by Jancy Vijayan and Bart Schultz August 2007 International Commission on Irrigation and Drainage (ICID) 48 Nyaya Marg, Chanakyapuri New Delhi 110 021 INDIA Tel: (91-11) 26116837; 26115679; 24679532; Fax: (91-11) 26115962 E-mail: [email protected] Website: http://www.icid.org 1 Foreword FOREWORD Inter Basin Water Transfers (IBWT) are in operation at a quite substantial scale, especially in several developed and emerging countries. In these countries and to a certain extent in some least developed countries there is a substantial interest to develop new IBWTs. IBWTs are being applied or developed not only for irrigated agriculture and hydropower, but also for municipal and industrial water supply, flood management, flow augmentation (increasing flow within a certain river reach or canal for a certain purpose), and in a few cases for navigation, mining, recreation, drainage, wildlife, pollution control, log transport, or estuary improvement. Debates on the pros and cons of such transfers are on going at National and International level. New ideas and concepts on the viabilities and constraints of IBWTs are being presented and deliberated in various fora. In light of this the Central Office of the International Commission on Irrigation and Drainage (ICID) has attempted a compilation covering the existing and proposed IBWT schemes all over the world, to the extent of data availability. The first version of the compilation was presented on the occasion of the 54th International Executive Council Meeting of ICID in Montpellier, France, 14 - 19 September 2003. -
Ϊᄂ൳ढҖੑ Historyhiisttory Andand Developmentdevellopmentt Ofoff Saisaii Kungkung
፡Ϊᄂ൳ढҗੑ HistoryHiisttory andand DevelopmentDevellopmentt ofoff SaiSaii KungKung ࠗಋɁ Situated in southeastern New Territories, Sai Kung܃ᅕɊα˞ӾೕࢄcၤኝٶכcͅΛ˸ࢌȼɊΛ ϹڲވϹϽ୮ณ .eݯ comprises several peninsulas and over 70 islands of various sizesڝɣؿᗐ۾ჱᄈ˱ዃடαؿߕҠτ܈ɣɩࢌᎯୂιeɊȼ˖۪ࡼଫ̵նԷϹȹց ɟ Since the 17th Century, the Hakka people began migrating to Sai ֚ܧͲಋɣؿˋི߮cɀɊ˖ȼɊαˤۺֈcΕֶࣵ،ӱɐಌኊ१Δcၙֈι൰ҦeҦ̵ ጙ Kung and engaging in agricultural cultivation in the valley and the ϹۺੀϹᄇடઅɣ၉ˠؿ༞༏Њ֝ϭຒփᜪcԎጙ כΛ˞৻༛ֶࢰேݯ́c͛τʭᅕҦ̵ႇАᜤጅeͅ coastal area. Rural settlements gradually appeared. Early settlers ࣵپɣஃᅡؿᄇ̟cྦྷ͚̔͛ ҳʔ༏டɊ̒൰ϭҳ̈́eՇˋɮೡᄧᚊcւ͓ۺʑɁɟ༖ʭcӀτਂ primarily made their living by farming or fishing, while a few τ༎൙ɬᎰؿɩc֡Ⱦ᎘ֶҳ̈́ؿᕳ೩Δe̋ ༟ΕϹᄇʨ engaged in manufacturing sugar or salt. As the population could֚ܧࢇԭΛૈ൰ҦؿҦ̵߬ሰӶc ʒɊαˤࠗಋԹˋ౨ංc̵̟ረ࠰ࠕˋؿߕؗ Long queue of people fetching water during the ᄢྦྷؿΔʿc൬Ϸිࣵɮೡ˞ԜሰҦɾ͂eϹ not sustain a marketplace, villagers had to travel through winding water restriction period in 1960s ຒփˋc˞Һࠕˋɺӷۺࣵࢇጙپ1971αϭ1978αΕւ ɮೡϤྵ֛ trackways to Kowloon, Lik Yuen of Shatin or other destinations. ਐᕀۺᄇȹؿࠍႜc͛፭㠥ිࣵʥΛඖਥ The Kwun Mun Strait where the High Island Reservoir was built for fresh water supply from 1971 to 1978 ҝᛰe Sai Kung has experienced rapid development in recent decades due to speedy population growth and severe droughts after the Second World War. To complement the largest reservoir construction project of Hong Kong in the 1970s, the road connecting Sai Kung Town and Tai Mong Tsai was extended to Man Yee Wan, while the Sai Sha Road was paved to link Shap Sze Heung with Shatin. -
GEO Report No.336
Detailed Study of the 21 May 2016 Landslide on the Natural Hillside above Slope No. 8SE-A/F34 at Sai Kung Sai Wan Road, Sai Kung GEO Report No. 336 AECOM Asia Company Limited Geotechnical Engineering Office Civil Engineering and Development Department The Government of the Hong Kong Special Administrative Region Detailed Study of the 21 May 2016 Landslide on the Natural Hillside above Slope No. 8SE-A/F34 at Sai Kung Sai Wan Road, Sai Kung GEO Report No. 336 AECOM Asia Company Limited This report was originally produced in October 2017 as GEO Landslide Study Report No. LSR 3/2017 2 © The Government of the Hong Kong Special Administrative Region First published, March 2018 Prepared by: Geotechnical Engineering Office, Civil Engineering and Development Department, Civil Engineering and Development Building, 101 Princess Margaret Road, Homantin, Kowloon, Hong Kong. 3 Preface In keeping with our policy of releasing information which may be of general interest to the geotechnical profession and the public, we make available selected internal reports in a series of publications termed the GEO Report series. The GEO Reports can be downloaded from the website of the Civil Engineering and Development Department (http://www.cedd.gov.hk) on the Internet. W.K. Pun Head, Geotechnical Engineering Office March 2018 4 Foreword This report presents the findings of a detailed study of a landslide incident (Incident No. 2016/05/1823) that occurred on a natural hillside above Sai Kung Sai Wan Road, Sai Kung East Country Park following the intense rainstorm during the early morning of 21 May 2016. -
For Discussion on Task Force on Land Supply 5 December 2017 Paper No
For discussion on Task Force on Land Supply 5 December 2017 Paper No. 12/2017 TASK FORCE ON LAND SUPPLY Reclaiming the Reservoirs PURPOSE Some members of the public suggested releasing and reclaiming reservoirs for large-scale housing development. This paper provides Members with the background information about the water supply in Hong Kong, and the potential challenges in taking forward this suggestion (“the suggestion”). BACKGROUND Water Supply in Hong Kong 2. Hong Kong does not have large rivers or lakes. Its annual rainfall averages around 2 400 mm and takes place mainly in the summer months. Coupled with Hong Kong’s hilly terrain, collection of rain water for potable uses has always been a challenge in the water supply history of Hong Kong. Catchwaters and reservoirs are constructed to deal with the uneven distribution of rainfall. With the continuous urbanization and economic development, the Government has been adopting a multi-barrier approach to control the risk of pollution of our valuable water resources. This includes designating about 30% of the territories as water gathering grounds within which developments are under strict control and adopting advanced water treatment technology before distributing the treated water for consumption by the citizen. 3. Since the first reservoir system was built in 1863, Hong Kong now has a total of 17 reservoirs1 (Figure 1) which altogether have a storage capacity of 586 million cubic metres (MCM) collecting on average an annual yield of around 246 MCM. Among these reservoirs, the High Island Reservoir (HIR) and the Plover Cove Reservoir (PCR) with storage capacity of 281 MCM and 230 MCM respectively are the two largest reservoirs, accounting for 87% of the total storage capacity.