For Discussion on Task Force on Land Supply 5 December 2017 Paper No
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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. -
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. -
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. -
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. -
Register of Public Payphone
Register of Public Payphone Operator Kiosk ID Street Locality District Region HGC HCL-0007 Chater Road Outside Statue Square Central and HK Western HGC HCL-0010 Chater Road Outside Statue Square Central and HK Western HGC HCL-0024 Des Voeux Road Central Outside Wheelock House Central and HK Western HKT HKT-2338 Caine Road Outside Albron Court Central and HK Western HKT HKT-1488 Caine Road Outside Ho Shing House, near Central - Mid-Levels Central and HK Escalators Western HKT HKT-1052 Caine Road Outside Long Mansion Central and HK Western HKT HKT-1090 Charter Garden Near Court of Final Appeal Central and HK Western HKT HKT-1042 Chater Road Outside St George's Building, near Exit F, MTR's Central Central and HK Station Western HKT HKT-1031 Chater Road Outside Statue Square Central and HK Western HKT HKT-1076 Chater Road Outside Statue Square Central and HK Western HKT HKT-1050 Chater Road Outside Statue Square, near Bus Stop Central and HK Western HKT HKT-1062 Chater Road Outside Statue Square, near Court of Final Appeal Central and HK Western HKT HKT-1072 Chater Road Outside Statue Square, near Court of Final Appeal Central and HK Western HKT HKT-2321 Chater Road Outside Statue Square, near Prince's Building Central and HK Western HKT HKT-2322 Chater Road Outside Statue Square, near Prince's Building Central and HK Western HKT HKT-2323 Chater Road Outside Statue Square, near Prince's Building Central and HK Western HKT HKT-2337 Conduit Road Outside Elegant Garden Central and HK Western HKT HKT-1914 Connaught Road Central Outside Shun Tak -
Little Drop's Marvellous Journey Leaflet
Little Drop’s Distribution Process 1) After leaving the water treatment works and with the help of the pumpsets at the pumping stations, 2) Little Drops will be pushed to the service reservoirs which are big water tanks. 3) The Little Drops stay in the service reservoirs for a few hours before they are delivered to consumers through pipelines. Water Quality Control To comply with the World Health Organization (WHO) Guidelines for Drinking-water Quality, Little Drops have to go through stringent quality control before they arrive at the consumers’ taps. We have qualified chemists to conduct many kinds of tests. Over 170,000 samples in a year will be taken from different intakes, storage reservoirs, water treatment works, service reservoirs, trunk-mains and consumers’ taps for testing. Water is therefore safe to drink. Water Distribution in the World Fresh water accounts for only 2.5% of all the water on Earth; the rest is salt water. 70% of this fresh water is in the form of glaciers and snow caps in the poles and mountainous regions. Water Sources in Hong Kong 1. Rainwater collected in catchment areas 2. Dongjiang water imported from Guangdong Did You Know…? There are no sizable lakes or rivers in Hong Kong. There is also no suitable site for constructing a new large impounding reservoir. We have to rely on the Dongjiang for about 70% to 80% of Hong Kong water supply. The total capacity (586 mcm) of the 17 impounding reservoirs in Hong Kong is just more than half of the annual total fresh water consumption. -
Development of Education
Topical Guide: Water Supply in Hong Kong Water Supply in Hong Kong Government departments In charge Source of water supply Quality of water Possible Keywords Possible Keywords Possible Keywords Public Works Department, Waterworks Office, Tai Lam Chung Reservoir, Shek Pik Reservoir, Water resource, Water supply(ies), Water Water Supplies Department, Water Resources Plover Cave Reservoir, High Island Reservoir, shortage/Water supply emergency, Save water, Development Committee Lok On Pai Desalting Plant, Reservoir, Water Tanker Desalination, East River Water Archival holding (examples) HKRS545-1-386-1: Desalination 1963-1979, Water Supplies Department: Water HKMS158-1-318: Sea Water Distillation, 1963 - 1978 Resources Survey: Final Report, 1968 1963-1964 HKRS491-1-1: High Island Water Scheme (628.1 WSR 1968/F) HKMS158-1-186: Water Supply in Hong (General and Policy), 1969-1974 Hong Kong Water Supplies Department: Kong, 1960-1962 HKRS287-1-365: Water Emergency - Lok On Pai Desalting Plant (627.86 LOK HKRS41-2A-126-2: Water Supply 1967 – Pump Sea Water into Reservoir - 1974) Emergency 1963, 1963-1965 Shek Pik /Tai Lam, 1967 Water Supplies Department: Hong Kong’s HKRS41-1-5487: Water Supply - Publicity HKRS287-1-281: Plover Cove Reservoir – Water, 1996 (628.1 HON 1996) Campaign to "Save Water"., 1949-1955 General Corresp., 1967-1969 水務署:《香港的全面水資源管理 : HKRS70-3-821: Waterworks - Waterworks HKRS34-3-35: Development of Water 持續共享珍貴水資源》, 2008 (363.61 Office (Review) Resources, XCC (63) 91, 1963 XIA 2008) HKRS163-3-33: Water Supplies -
FIELDWORK Briefing
Fieldwork Exercise Briefing Basic needs 衣 Clothing → Shopping / retail 食 Food 住 Housing Hong Kong 行 Transportation → Communication A vibrant city for our smart future EdUHK New Territories Kowloon Lantau Is. Hong Kong Is. Population – 7.4M HKI: 17.5% KLN: 30.3% NT: 52.2% Density – 6690 / km2 Hong Kong’s Residential Area Density Source: LSE Cities Per capita living space in selected Asian cities (LegCo Research Office 2016) 400 363 350 339 323 300 250 216 / cap 2 195 ft 200 161 150 100 50 0 Taipei (2014) Tokyo (2013) Singapore (2014) Macau (2015) Shanghai (2015) Hong Kong (2015) Land Utilization in Hong Kong 2018 [km2] (Planning Dept. 2019) 6, 1% 31, 3% 5, 0% Recidential 78, 7% 27, 2% Commercial 53, 5% Industrial 67, 6% Institutional/Open Space Transportation 45, 4% Other Urban 66, 6% Agriculture Non-built-up Woodland/Shrubland/Grassland/ Sub-total: 770 km2 733, 66% Wetland Barren Land 75.2% Water Bodies Country Parks (AFCD 2017) Total Area 434 km2 39.1% Water Gathering Grounds Plover Cove Reservoir Tai Lam Chung Reservoir Great Outdoors Beaches Global Geopark Hikes E.g. Tai Long Sai Wan Beach E.g. Dragon’s Back & Kowloon Peak Cycling Mai Po Nature Reserve Hong Kong Wetland Park E.g. Nam Sang Wai, Shatin to Tai Mei Tuk or Wu Kai Sha Rail System Time headway 1 = 푓푟푒푞푢푒푛푐푦 Transit-oriented development Development Model (Source: Sylvie Nguyen/HKU) District road 6-min Public walking Public open distance open Space 500 meters District center Space Rail spine Rail station Low- High density private housing Low- density density land High density