The Government of the Democratic
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Preparatory Survey Report on Rehabilitation of Kilinochchi Water Supply Scheme in Democratic Socialist Republic of Sri Lanka
DEMOCRATIC SOCIALIST REPUBLIC OF SRI LANKA MINISTRY OF WATER SUPPLY AND DRAINAGE NATIONAL WATER SUPPLY AND DRAINAGE BOARD (NWSDB) PREPARATORY SURVEY REPORT ON REHABILITATION OF KILINOCHCHI WATER SUPPLY SCHEME IN DEMOCRATIC SOCIALIST REPUBLIC OF SRI LANKA DECEMBER 2011 JAPAN INTERNATIONAL COOPERATION AGENCY (JICA) NJS CONSULTANTS CO.,LTD GED JR 11-191 The cost estimates is based on the price level and exchange rate of June 2011. The exchange rate is: Sri Lanka Rupee 1.00 = Japanese Yen 0.749 (= US$0.00897) DEMOCRATIC SOCIALIST REPUBLIC OF SRI LANKA MINISTRY OF WATER SUPPLY AND DRAINAGE NATIONAL WATER SUPPLY AND DRAINAGE BOARD (NWSDB) PREPARATORY SURVEY REPORT ON REHABILITATION OF KILINOCHCHI WATER SUPPLY SCHEME IN DEMOCRATIC SOCIALIST REPUBLIC OF SRI LANKA DECEMBER 2011 JAPAN INTERNATIONAL COOPERATION AGENCY (JICA) NJS CONSULTANTS CO.,LTD Preface Japan International cooperation Agency (JICA) decided to conduct ‘The Preparatory Survey on Rehabilitation of Killinochchi Water Supply Scheme in Democratic Socialist Republic of Sri Lanka”, and organized a survey team, NJS Consultants Co., Ltd. between February, 2011 to December, 2011. The survey team held a series of discussions with the officials concerned of the Government of Sri Lanka, and conducted a field investigation. As a result of further studies in Japan, the present report was finalized. I hope that this report will continue to the promotion of the project and to the enhancement to the friendly relations between our two countries. Finally, I wish to express my sincere appreciation to the officials concerned of the Government of Sri Lanka for their close cooperation extended to the survey team. December, 2011 Shinya Ejima Director General Global Environment Department Japan International Cooperation Agency Summary 1. -
Abstract No: 11 Earth and Environmental Sciences
Proceedings of the Postgraduate Institute of Science Research Congress, Sri Lanka: 26th - 28th November 2020 Abstract No: 11 Earth and Environmental Sciences PRIORITIZATION OF WATERSHEDS IN UVA PROVINCE, SRI LANKA, BASED ON SOIL EROSION HAZARD I.D.U.H. Piyathilake1*, R.G.I. Sumudumali1, E.P.N. Udayakumara2, L.V. Ranaweera2, J.M.C.K. Jayawardana2 and S.K. Gunatilake2 1Faculty of Graduate Studies, Sabaragamuwa University of Sri Lanka, Belihuloya, Sri Lanka 2Department of Natural Resources, Sabaragamuwa University of Sri Lanka, Belihuloya, Sri Lanka *[email protected] Uva Province in Sri Lanka is most significant in terms of its hydrological contributions since it consists of ten major river basins including source areas of three tributaries of Mahaweli River. The Province is affected by human-induced soil erosion by water. Hence, identification of soil erosion hazards and prioritizing them based on watersheds are crucial for improving soil conservation and water management plans. This study assessed the mean annual soil loss from the Province and watersheds separately using the Integrated Valuation of Ecosystem Services and Tradeoffs (InVEST) Sediment Delivery Ratio (SDR) model introduced by the Stanford University, USA, using ArcGIS 10.4 environment. To cover the spatial extent of the Uva Province, the raster maps of Digital Elevation Model (DEM), rainfall erosivity factor (R), soil erodibility factor (K), and land use land cover (LULC) maps were prepared using ArcGIS 10.4. A biophysical table was formulated as a .csv (Comma Separated Value) table containing crop management (C) and support practice (P) factors corresponding to each land use classes in the LULC raster. -
Final Report Volume Ii Appendix (1/2)
DEMOCRATIC SOCIALIST REPUBLIC OF SRI LANKA MAHAWELI AUTHORITY OF SRI LANKA (MASL) PREPARATORY SURVEY ON MORAGAHAKANDA DEVELOPMENT PROJECT FINAL REPORT VOLUME II APPENDIX (1/2) JULY 2010 JAPAN INTERNATIONAL COOPERATION AGENCY NIPPON KOEI CO., LTD. SAD CR (5) 10-011 DEMOCRATIC SOCIALIST REPUBLIC OF SRI LANKA MAHAWELI AUTHORITY OF SRI LANKA (MASL) PREPARATORY SURVEY ON MORAGAHAKANDA DEVELOPMENT PROJECT FINAL REPORT VOLUME II APPENDIX (1/2) JULY 2010 JAPAN INTERNATIONAL COOPERATION AGENCY NIPPON KOEI CO., LTD. PREPARATORY SURVEY ON MORAGAHAKANDA DEVELOPMENT PROJECT FINAL REPORT LIST OF VOLUMES VOLUME I MAIN REPORT VOLUME II APPENDIX (1/2) APPENDIX A GEOLOGY APPENDIX B WATER BALANCE Not to be disclosed until the APPENDIX C REVIEW OF DESIGN OF contract agreements for all the FACILITIES OF THE PROJECT works and services are concluded. APPENDIX D COST ESTIMATE APPENDIX E ECONOMIC EVALUATION VOLUME III APPENDIX (2/2) APPENDIX F ENVIRONMENTAL EVALUATION APPENDIX A GEOLOGY APPENDIX A GEOLOGY REPORT 1. Introduction Geological Investigations for Moragahakanda dam were commenced by USOM in 1959, and core drilling surveys were subsequently done by UNDP/FAO and Irrigation Department of Sri Lanka in 1967/1968 and 1977/1978 respectively. A full-scale geological investigation including core drilling, seismic prospecting, work adit, in-situ rock shear test, construction material survey and test grouting was carried out for the feasibility study by JICA in 1979 (hereinafter referred to FS (1979)). Almost twenty years had past after FS (1979), additional feasibility study including 34 drill holes was carried out by Lahmeyer International Associates in 2000/2001 (hereinafter referred to FS (2001)). Subsequently, supplemental geological investigations including core drilling, electric resistivity survey and laboratory tests for rock materials were done by MASL in 2007. -
Fit.* IRRIGATION and MULTI-PURPOSE DEVELOPMENT
fit.* The Historic Jaya Ganga — built by King Dbatustna in tbi <>tb century AD to carry the waters of the Kala Wewa to the ancient city tanks of Anuradbapura, 57 miles away, while feeding a number of village tanks in its course. This channel is also famous for the gentle gradient of 6 ins. per mile for the first I7 miles and an average of 1 //. per mile throughout its length. Both tbeKalawewa andtbefiya Garga were restored in 1885 — 18 8 8 by the British, but not to their fullest capacities. New under the Mabaweli Diversion project, the Kill Wewa his been augmented and the Jaya Gingi improved to carry 1000 cusecs of water. The history of our country dates back to the 6th century B.C. When the legendary Vijaya landed in L->nka, he is believed to have found an island occupied by certain tribes who had already developed a rudimentary sys tem of irrigation. Tradition has it that Kuveni was spinning cotton on the bund of a small lake which was presumably part of this ancient system. The development of an ancient civilization which was entirely depen dent on an irrigation system that grew in size and complexity through the years is described in our written history. Many examples are available which demonstrate this systematic development of water and land re sources throughout the so-called dry zone of our country over very long periods of time. The development of a water supply and irrigation system around the city of Anuradhapuia may be taken as an example. -
World Bank Document
PROCUREMENT PLAN (Textual Part) Project information: country]Sri Lanka – Water Resources Management Project-P-166865 Project Implementation agency: Ministry of Mahaweli Development and Environment Public Disclosure Authorized Date of the Procurement Plan: 24 June, 2019 Period covered by this Procurement Plan: 24 June 2019-31 Dee. 2020 Preamble In accordance with paragraph 5.9 of the “World Bank Procurement Regulations for IPF Borrowers” (July 2016) (“Procurement Regulations”) the Bank’s Systematic Tracking and Exchanges in Procurement (STEP) system will be used to prepare, clear and update Procurement Plans and conduct all procurement transactions for the Project. This textual part along with the Procurement Plan tables in STEP constitute the Procurement Plan Public Disclosure Authorized for the Project. The following conditions apply to all procurement activities in the Procurement Plan. The other elements of the Procurement Plan as required under paragraph 4.4 of the Procurement Regulations are set forth in STEP. The Bank’s Standard Procurement Documents: shall be used for all contracts subject to international competitive procurement and those contracts as specified in the Procurement Plan tables in STEP. National Procurement Arrangements: In accordance with the Procurement Regulations for IPF Borrowers (July 2016, revised November 2017) (“Procurement Regulations”), when approaching the national market, as agreed in the Procurement Plan tables in STEP, the country’s own Public Disclosure Authorized procurement procedures may be used. When the Borrower, for the procurement of goods, works and non-consulting services, uses its own national open competitive procurement arrangements as set forth in Sri Lanka’s Procurement Guidelines 2006, such arrangements shall be subject to paragraph 5.4 of the Bank’s Procurement Regulations and the following conditions: 1. -
Evolutionof Coastallaridformsinthe Western Part of Srilanka
HiroshimaHiroshimaGeographicalAssociation Geographical Association Geographical Sciences vol, 43 no.1 pp, 18-36, 1988 Evolution of Coastal Laridforms inthe Western Part of Sri Lanka JINADASA KATUPOTHA* Key Words:evolution of coastal landforms, SriLanka, late Pleistocene, Holocene, landfOmi classMcation Abstract Geomorphic and geologic evidence shows four different stages {Stage I-IV} in the evolution of coastal landforrns on the west coast of Sri Lanka during the Iate Pleistocene and Holocene Epochs. The author assumes that the old ridges in Stage I at Sembulailarna, Kiriyanl(ailiya, Pambala, Wiraliena, Uluambalarna and Kadrana areas have been fonned precedng the Holocene transgression. Low hMs and ridges in the area were coated mainly by wind blown sand, fonowing the lower sea levels during the Late Pleistocene and Earty Holocene Epochs. Radiocarbon datings en the west and seuth coast$ reveal that the sea level remained 1rn or more above the present sea level between 6170± 70 and 535e± 80 yr B. P. During this transgression, the forTner drainage basins were submerged and headland bay beaches were ereated. Many wetlands aiid beach ridges, particularly in Stages ll, III, and IV were gradualy formed owing to rninor oscMations of sea levet after mid-Holocene. Most of these landiorTns haveaclose relationship with main climatic zenes of the country. 1987; Katupotha, 1988) also help to deterrnine their I. Introduction evolution. The island of Sri Lanka has a coastline over Coastal Iandform maps of the study area were 1920 km in length, exhibiting a diversity of coastal cornpiled by means of interpretation of aerial photo- landromis. The coastal lowlands with elevation graphs (1:40,OOO-Survey Department of Sri Lanka, from mean sea level (MSL) to 30m consist of 1956) and field observations. -
Hansard (213-16)
213 වන කාණ්ඩය - 16 වන කලාපය 2012 ෙදසැම්බර් 08 වන ෙසනසුරාදා ெதாகுதி 213 - இல. 16 2012 சம்பர் 08, சனிக்கிழைம Volume 213 - No. 16 Saturday, 08th December, 2012 පාලෙනත වාද (හැනසා) பாராமன்ற விவாதங்கள் (ஹன்சாட்) PARLIAMENTARY DEBATES (HANSARD) ල වාතාව அதிகார அறிக்ைக OFFICIAL REPORT (අෙශෝධිත පිටපත /பிைழ தித்தப்படாத /Uncorrected) අන්තර්ගත පධාන කරුණු නිෙව්දන : විෙශෂේ ෙවෙළඳ භාණ්ඩ බදු පනත : ෙපොදු රාජ මණ්ඩලීය පාර්ලිෙම්න්තු සංගමය, අන්තර් නියමය පාර්ලිෙම්න්තු සංගමය සහ “සාක්” පාර්ලිෙම්න්තු සංගමෙය් ඒකාබද්ධ වාර්ෂික මහා සභා රැස්වීම නිෂපාදන් බදු (විෙශෂේ විධිවිධාන) පනත : ශී ලංකා පජාතාන්තික සමාජවාදී ජනරජෙය් නිෙයෝගය ෙශෂේ ඨාධිකරණෙය්් අග විනිශචයකාර් ධුරෙයන් ගරු (ආචාර්ය) ශිරානි ඒ. බණ්ඩාරනායක මහත්මිය ඉවත් කිරීම සුරාබදු ආඥාපනත : සඳහා අතිගරු ජනාධිපතිවරයා ෙවත පාර්ලිෙම්න්තුෙව් නියමය ෙයෝජනා සම්මතයක් ඉදිරිපත් කිරීම පිණිස ආණ්ඩුකම වවසථාෙව්් 107(2) වවසථාව් පකාර ෙයෝජනාව පිළිබඳ විෙශෂේ කාරක සභාෙව් වාර්තාව ෙර්ගු ආඥාපනත : ෙයෝජනාව පශනවලට් වාචික පිළිතුරු වරාය හා ගුවන් ෙතොටුෙපොළ සංවර්ධන බදු පනත : ශී ලංකාෙව් පථම චන්දිකාව ගුවන්ගත කිරීම: නිෙයෝගය විදුලි සංෙද්ශ හා ෙතොරතුරු තාක්ෂණ අමාතතුමාෙග් පකාශය ශී ලංකා අපනයන සංවර්ධන පනත : විසර්ජන පනත් ෙකටුම්පත, 2013 - [විසිතුන්වන ෙවන් කළ නිෙයෝගය දිනය]: [ශීර්ෂ 102, 237-252, 280, 296, 323, 324 (මුදල් හා කමසම්පාදන);] - කාරක සභාෙව්දී සලකා බලන ලදී. -
CHAP 9 Sri Lanka
79o 00' 79o 30' 80o 00' 80o 30' 81o 00' 81o 30' 82o 00' Kankesanturai Point Pedro A I Karaitivu I. Jana D Peninsula N Kayts Jana SRI LANKA I Palk Strait National capital Ja na Elephant Pass Punkudutivu I. Lag Provincial capital oon Devipattinam Delft I. Town, village Palk Bay Kilinochchi Provincial boundary - Puthukkudiyiruppu Nanthi Kadal Main road Rameswaram Iranaitivu Is. Mullaittivu Secondary road Pamban I. Ferry Vellankulam Dhanushkodi Talaimannar Manjulam Nayaru Lagoon Railroad A da m' Airport s Bridge NORTHERN Nedunkeni 9o 00' Kokkilai Lagoon Mannar I. Mannar Puliyankulam Pulmoddai Madhu Road Bay of Bengal Gulf of Mannar Silavatturai Vavuniya Nilaveli Pankulam Kebitigollewa Trincomalee Horuwupotana r Bay Medawachchiya diya A d o o o 8 30' ru 8 30' v K i A Karaitivu I. ru Hamillewa n a Mutur Y Pomparippu Anuradhapura Kantalai n o NORTH CENTRAL Kalpitiya o g Maragahewa a Kathiraveli L Kal m a Oy a a l a t t Puttalam Kekirawa Habarane u 8o 00' P Galgamuwa 8o 00' NORTH Polonnaruwa Dambula Valachchenai Anamaduwa a y O Mundal Maho a Chenkaladi Lake r u WESTERN d Batticaloa Naula a M uru ed D Ganewatta a EASTERN g n Madura Oya a G Reservoir Chilaw i l Maha Oya o Kurunegala e o 7 30' w 7 30' Matale a Paddiruppu h Kuliyapitiya a CENTRAL M Kehelula Kalmunai Pannala Kandy Mahiyangana Uhana Randenigale ya Amparai a O a Mah Reservoir y Negombo Kegalla O Gal Tirrukkovil Negombo Victoria Falls Reservoir Bibile Senanayake Lagoon Gampaha Samudra Ja-Ela o a Nuwara Badulla o 7 00' ng 7 00' Kelan a Avissawella Eliya Colombo i G Sri Jayewardenepura -
A Strategy for Nature Tourism Management
I I I A STRATEGY FOR NATURE TOURISM I MANAGEMENT: I Review of the EnvIronmental and Economic Benefits I of Nature TourIsm and Measures to Increase these Benefits I By I H M 8 C Herath M Sivakumar I P Steele I FINAL REPORT I August 1997 I Prepared for the Ceylon Tourrst Board and Department of Wildlife I USAIDI Natural Resources & Environmental Polley Project International Resources Group (NAREPP/IRG) I A project of the United States Agency for International Development and the I Government of Sri Lanka I I I I I I I DlScriptlOllS about Authors Mr HMC Herath IS a Deputy DIrector workIng for Department of WIldlIfe I ConservatIon, 18, Gregory's Road, Colombo 07, TP No 94-01-695 045 Mr M Sivakurnar IS a Research asSIStant, EnvIronmental DIvISIon Mmistry of I Forestry and EnvIronment, 3 rd Floor, Umty Plaza Bmldmg, Colombo 04 Mr Paul Steele IS an EconomIC Consultant workIng for EnvIronmental DIvISIon, I MllliStry of Forestry and EnvIronment, 3 rd Floor, Umty Plaza BUlldmg, Colombo 04 I I I I I I I I I I I I I I I I CONTENTS I Page I Executive Summary 1-11 1 IntroductIOn 12 I 2 EXIstmg market for nature tounsm 13-19 I 3 Survey of eXIstIng nature tounsm sItes 20-35 4 EnvIronmental and economIC ObjectIves of a I nature tounsm management strategy 36-42 5 QuantIfymg the economiC benefits from nature tounsm 43-56 I 6 ActI\ ltles and SItes for dIversIfymg and expandIng nature tounsm 57-62 I 7 ConclUSIOns and RecommendatIons for IncreasIng the e'1\ Ironmental and economIC benefits of I nature tounsm 63-65 8 References 66 I 9 Annex 1 LIst of persons consulted 67-68 I Annex 2 Graphs of VIsItor entrance and revenues 69-77 Annex 3 Summary of RecommendatIons of Nature Tounsm Workshop and LISt I of PartIcipants 78-80 I I I I I I I Executive summary I 1 Nature tOUrIsm should be promoted by the Ceylon TourlSt Board to mcrease the number of tourlSts vlSlt10g Sn Lanka. -
Engineering Geology of Randenigala Hydro Power Project Site
ENGINEERING GEOLOGY OF RANDENIGALA HYDRO POWER PROJECT SITE by A.U. Gunasekera SYNOPSIS Geotechnical investigations for a hydropower project are conducted in stages, in order to establish the engi neering geological conditions, which invariably here a direct impact on the selection of locations of structures, methods of foundation treatment/stablisation and con struction of foundations/substructures etc. Hence, it is of utmost significance to perform a very comprehen sive engineering geological study, for such projects, as it will also, in addition to the above mentioned facts af fect the economic feasibility of the project. This paper shows how geotechnical investigations were conducted for the Randenigala Hydro Power Project, Figure 1 - Map of Figure 2 - Randenigala including the different types of methods utilized along Sri Lanka Project Area with their purpose. The paper discusses the relevant regional geological The project consists of a hundred and two metre high aspects in a certain but limited detailness and conse rockfill dam with a clay core, chute spillway (maximum quently elaborates mainly on the engineering geologi capacity 8085 m3/s), power house (installed capacity - cal conditions prevailing at Randenigala Project Site, 120 MW), power intake with steel lined power tunnel, indicating their effects on the dam foundation (shell area irrigation outlet and other pertinent structures. and core trench) excavation, surface preparation prior At the very inception geological mapping of the reser to fill placement and slope stability. voir area (scale 1:25000) and the dam site (scale 1:1000) was carried out along with an aerial photographic study. 1. INTRODUCTION 2. ENGINEERING GEOLOGICAL Randenigala Hydro Power Project Site is located in the valley of river Mahaweli between Victoria Dam and INVESTIGATIONS Minipe anicut (about 5,4 km upstream of Minipe anicut) The engineering geological investigations carried out about 35km South East of Kandy. -
An Assessment of the Water Quality in Major Streams of the Madu Ganga Catchment and Pollution Loads Draining Into the Madu Ganga from Its Own Catchment
An assessment of the water quality in major streams of the Madu Ganga catchment and pollution loads draining into the Madu Ganga from its own catchment A.A.D. Amarathunga* and N. Sureshkumar National Aquatic Resources Research and Development Agency (NARA), Crow Island, Colombo 15, Sri Lanka. Abstract The Madu Ganga Lagoon is located in the Southern Coast, Northwest of the city of Galle within the Galle District. The aim of this study was to evaluate the pollution status of the lagoon and the contribution of the land base pollutants from the catchment of the Madu Ganga. Selected water quality parameters were measured at monthly intervals at twelve sampling locations in the catchment. Certain parameters such as salinity (2.2 + 1.7 ppt), oil & grease (8.5 + 6.5 mg/L), total suspended solids (16.1 ± 12.3 mg/L), and turbidity (20.1 ± 12.5 NTU) are found to be elevated levels when compared with water quality standards. The study revealed that the Lenagala Ela brought a high nutrient load (426.7 kg/day) into Madu Ganga and Arawavilla Ela, Magala Ela and Bogaha Ela also contributed significantly. The highest nutrient loads were found with the onset of the Northeast Monsoon during November to January. The increase in nutrient loads is attributed to the fertilizers added to the soil with the commencement of the major paddy cultivation season. Keywords: Physico-chemical parameters, Madu Ganga, Water pollution, Nutrient load, Suspended sediment ^Corresponding author - Email: deeptha(s>nara.ac.lk, [email protected] Journal of the National Aquatic Resources Research and Development Agency, Vol. -
Annual Performance Report of the Ministry of Irrigation and Water
SO^a ^d S°rae/@^ ®g ^ 3 ^ 3 000 ^50da^u ^d ss^ 0 © ^ 0 0 m ® ®^3©i0^)^ SO §°0S SO^a & 0 i d ^ @ 0 ^ ^ iq t S i m g ^ u . Note Since original document prepared in English and translated to Sinhala/Tamil, in any discrepancy in words, English version shall be considered as correct. (g)fdlLJL| ^Lpso g^t)6H655TLD GlLonl^IiiJ60 ^ l u n r f l a a u u L l ® rflrhiaarnh / ^u51yp ^ d S lu j QLnuy51ffi(snjffi@ GIlditl^I 0uiLHTa«uuL_i_^rT6\) QLDrry5) 0uiLiiTuiJ6b 6j^rTeaQ ^rT0 (jprrswsrun@ ffimS55TLJULll_rT6\) ^rti]<£l6\)U Ljlp^l ff[fllUrT6O TQ ^6OT ffi0 ^LJU @ LD Message from the Secretary I am happy to present the Performance Report of the Ministry of Irrigation and Water Resources Management for the year 2011, having forged ahead to fulfill the mission and objectives of the Ministry, in the subjects and functions pertaining to the irrigation and water sub sectors. The year under review was eventful and we were able to take many progressive steps that will steer this sector to be more productive to serve the nation in the coming years. The capital investment programme of the Ministry had a workload of approximately Rs 20,000 million. This was a heavy development programme. We were on the path to achieve good progress, in spite of floods occurred in the beginning of the year and other constraints that had to be overcome during implementation. Steps were taken to remedy constraints such as staff shortages that existed, by new recruitments to the certain skilled technical grades but the shortage still prevails by large especially in the grades of Engineers, Engineering Assistants and other technical categories, which is being addressed by way of restructuring institutions, reviewing schemes of recruitments etc.