Grids and Datums of the Arab Republic of Egypt
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Geomatics Guidance Note 3
Geomatics Guidance Note 3 Contract area description Revision history Version Date Amendments 5.1 December 2014 Revised to improve clarity. Heading changed to ‘Geomatics’. 4 April 2006 References to EPSG updated. 3 April 2002 Revised to conform to ISO19111 terminology. 2 November 1997 1 November 1995 First issued. 1. Introduction Contract Areas and Licence Block Boundaries have often been inadequately described by both licensing authorities and licence operators. Overlaps of and unlicensed slivers between adjacent licences may then occur. This has caused problems between operators and between licence authorities and operators at both the acquisition and the development phases of projects. This Guidance Note sets out a procedure for describing boundaries which, if followed for new contract areas world-wide, will alleviate the problems. This Guidance Note is intended to be useful to three specific groups: 1. Exploration managers and lawyers in hydrocarbon exploration companies who negotiate for licence acreage but who may have limited geodetic awareness 2. Geomatics professionals in hydrocarbon exploration and development companies, for whom the guidelines may serve as a useful summary of accepted best practice 3. Licensing authorities. The guidance is intended to apply to both onshore and offshore areas. This Guidance Note does not attempt to cover every aspect of licence boundary definition. In the interests of producing a concise document that may be as easily understood by the layman as well as the specialist, definitions which are adequate for most licences have been covered. Complex licence boundaries especially those following river features need specialist advice from both the survey and the legal professions and are beyond the scope of this Guidance Note. -
Evaporation from Salty Lagoons (Case Study: Qattara Depression)
The British University in Egypt BUE Scholar Civil Engineering Engineering Spring 4-2017 Evaporation from Salty Lagoons (Case Study: Qattara Depression) Mohamed Abdelhamid Eizeldin Dr. [email protected] Heba Abdelazim M.Sc Sherif Eldidy Prof. Cairo University Follow this and additional works at: https://buescholar.bue.edu.eg/civil_eng Part of the Civil Engineering Commons, and the Hydraulic Engineering Commons Recommended Citation Eizeldin, Mohamed Abdelhamid Dr.; Abdelazim, Heba M.Sc; and Eldidy, Sherif Prof., "Evaporation from Salty Lagoons (Case Study: Qattara Depression)" (2017). Civil Engineering. 7. https://buescholar.bue.edu.eg/civil_eng/7 This Conference Proceeding is brought to you for free and open access by the Engineering at BUE Scholar. It has been accepted for inclusion in Civil Engineering by an authorized administrator of BUE Scholar. For more information, please contact [email protected]. Al-Azhar University Civil Engineering Research Magazine (CERM) Vol. (39) No. (2) April, 2017 Evaporation from Salty Lagoons (Case Study: Qattara Depression) Abdel Azeem, H.S1, El-Didy, S.M2, Eizeldin, M.A3, and Helmi, A.M4 ﻣﻠﺨﺺ ﻋﺮﺑﻲ ﺗﻢ إﻋﺪاد اﻟﻌﺪﯾﺪ ﻣﻦ اﻟﺪراﺳﺎت - ﻓﻲ ﺑﺪاﯾﺔ اﻟﻘﺮن اﻟﻌﺸﺮﯾﻦ - ﻟﺪراﺳﺔ ﺗﻮﺻﯿﻞ ﻣﯿﺎه اﻟﺒﺤﺮ اﻟﻤﺘﻮﺳﻂ ﻣﻦ ﺧﻼل ﻗﻨﺎة ﺗﻮﺻﯿﻞ ﻟﻤﻨﺨﻔﺾ اﻟﻘﻄﺎرة ﺑﮭﺪف ﺗﻮﻟﯿﺪ اﻟﻄﺎﻗﺔ اﻟﻜﮭﺮﺑﺎﺋﯿﺔ وذﻟﻚ ﺑﺈﺳﺘﻐﻼل ﻓﺮق اﻟﻤﻨﺎﺳﯿﺐ ﺑﯿﻦ اﻟﻤﻨﺨﻔﺾ واﻟﺒﺤﺮ اﻟﻤﺘﻮﺳﻂ ، وﺗﮭﺪف اﻟﺪراﺳﺔ اﻟﺤﺎﻟﯿﺔ إﻟﻰ :-أ) إﻧﺸﺎء ﻣﻨﻈﻮﻣﺔ ﻣﻌﻠﻮﻣﺎت ھﯿﺪروﻟﻮﺟﯿﺔ ﻟﻠﻤﻨﺨﻔﺾ ب) ﺣﺴﺎب ﻣﻌﺪﻻت اﻟﺒﺨﺮ اﻟﻤﺘﻮﻗﻊ ﻣﻦ اﻟﻤﯿﺎه اﻟﻤﺎﻟﺤﺔ اﻟﻤﺠﻤﻌﺔ ﻓﻲ ﺑﺤﯿﺮة اﻟﻤﻨﺨﻔﺾ. وﻗﺪ ﺗﻢ إﻋﺪاد ﻣﻨﮭﺞ اﻟﺪراﺳﺔ ﺑﺎﺳﺘﺨﺪام اﻟﺒﺮاﻣﺞ اﻟﺤﺪﯾﺜﺔ اﻟﺘﻲ ﻟﻢ ﺗﻜﻦ ﻣﺘﺎﺣﺔ ﻟﻠﺪراﺳﺎت اﻟﺴﺎﺑﻘﺔ ﻟﻠﻤﺸﺮوع ﺣﯿﻨﮭﺎ، وھﺬه اﻟﺒﺮاﻣﺞ ﻣﺜﻞ اﻟﻨﻤﺎذج اﻟﻌﺪدﯾﺔ اﻟﻔﻌﺎﻟﺔ، ﻧﻈﺎم اﻟﻤﻌﻠﻮﻣﺎت اﻟﻌﺪدﯾﺔ ( GIS) ، وﻧﻤﺎذج اﻹرﺗﻔﺎﻋﺎت اﻟﺮﻗﻤﯿﺔ (DEM). -
National Report of Egypt
EGYPT / EGYPTE / EGIPTO 1 2 UNEP/CMS/Inf. 7.14.35 National Report of the Arab Republic of Egypt to the Convention of Migratory Species of Wild Animals (CMS) 1 Nature Conservation Sector (NCS) Egyptian Environmental Affairs Agency (EEAA) July 2002 Prepared by: Mohamed Ibrahim Mohamed, Director General, Natural Protectorates Dept. Nature Conservation Sector (NCS), EEAA. Dr. Shrief Baha el-Din, Advisor, Nature Conservation Sector (NCS), EEAA Revised by: Dr. Moustafa Fouda, Director Natural Conservation Sector (NCS)-(EEAA). 1 According to reporting format agreed by the Standing Committee at its 23rd meeting (Bonn, December 2001) 3 Which agency has been primarily responsible for the preparation of this report? Nature Conservation Sector (NCS), Egyptian Environmental Affairs Agency (EEAA) List any other agencies that have provided input: Nil I(a). General Information Please complete any unfilled boxes and amend and/or update as appropriate the information provided in the table below: Reports submitted: Egyptian Environmental Affairs Agency (EEAA) Period covered by this report: 99 / 2002 Date of entry into force of the Convention in Egypt: 1 - 11 -1983 Territory to which the Convention applies: Arab Republic of Egypt, its territories and territorial waters. Reservations (against species listings): None Designated Focal Point: Appointment to the Scientific Council: Nature Conservation Sector (NCS) Dr. Moustafa Fouda Address: 30 Misr Helwan- Zyrae Rd. Maadi, Cairo, Egypt. Director, Nature Conservation Sector (NCS), EEAA Tel: (00202) 5248792, 5271391 (00202) 5248792 Fax: (00202) 5248792, 5256490 5271391 E-mail: [email protected] E-mail: [email protected] Membership of the Standing Committee: Competent authority: EEAA Implementing legislation: - The law for Natural Protectorates 102/1983 - The law for the Environment 4/1994 - the Law of Catching fishing and aquatic life 124/1983 - The law of Agriculture 33/1966. -
Climate Change Adaptation and Natural Disasters Preparedness in the Coastal Cities of North Africa
Arab Republic of Egypt Kingdom of Morocco THE WORLD Republic of Tunisia BANK Climate Change Adaptation and Natural Disasters Preparedness in the Coastal Cities of North Africa Phase 1 : Risk Assessment for the Present Situation and Horizon 2030 – Alexandria Area Draft Final Version 31 January 2011 Project Web Site: http://www.egis-bceominternational.com/pbm/ AASTMT / Egis Bceom Int. / IAU-IDF / BRGM Document quality information Document quality information General information Author(s) AASTMT / Egis BCEOM International Project name Climate Change Adaptation and Natural Disasters Preparedness in the Coastal Cities of North Africa Document name Phase 1 : Risk Assessment for the Present Situation and Horizon 2030 – Alexandria Area Date 31 January 2011 Reference GED 80823T Addressee(s) Sent to: Name Organization Sent on (date): A. Bigio The World Bank 31 January 2011 Copy to: Name Organization Sent on (date): S. Rouhana The World Bank 31 January 2011 A. Tiwari The World Bank 31 January 2011 A. Amasha AASTMT 31 January 2011 History of modifications Version Date Written by Approved & signed by: AASTMT / Egis BCEOM Version 1 13 June 2010 International AASTMT / Egis BCEOM Version 2 06 August 2010 International 05 December AASTMT / Egis BCEOM Version 3 2010 International Climate Change Adaptation and Natural Disasters Preparedness Page 2 in the Coastal Cities of North Africa Draft Final Version AASTMT / Egis Bceom Int. / IAU-IDF / BRGM Document quality information Supervision and Management of the Study The present study is financed by the World Bank as well as the following fiduciary funds: NTF- PSI, TFESSD and GFDRR, which are administered by the World Bank. -
Egypt State of Environment Report 2008
Egypt State of Environment Report Egypt State of Environment Report 2008 1 Egypt State of Environment Report 2 Egypt State of Environment Report Acknowledgment I would like to extend my thanks and appreciation to all who contributed in producing this report whether from the Ministry,s staff, other ministries, institutions or experts who contributed to the preparation of various parts of this report as well as their distinguished efforts to finalize it. Particular thanks go to Prof. Dr Mustafa Kamal Tolba, president of the International Center for Environment and Development; Whom EEAA Board of Directors is honored with his membership; as well as for his valuable recommendations and supervision in the development of this report . May God be our Guide,,, Minister of State for Environmental Affairs Eng. Maged George Elias 7 Egypt State of Environment Report 8 Egypt State of Environment Report Foreword It gives me great pleasure to foreword State of Environment Report -2008 of the Arab Republic of Egypt, which is issued for the fifth year successively as a significant step of the political environmental commitment of Government of Egypt “GoE”. This comes in the framework of law no.4 /1994 on Environment and its amendment law no.9/2009, which stipulates in its Chapter Two on developing an annual State of Environment Report to be submitted to the president of the Republic and the Cabinet with a copy lodged in the People’s Assembly ; as well as keenness of Egypt’s political leadership to integrate environmental dimension in all fields to achieve sustainable development , which springs from its belief that protecting the environment has become a necessary requirement to protect People’s health and increased production through the optimum utilization of resources . -
Vertical Component
ARTIFICIAL SATELLITES, Vol. 46, No. 3 – 2011 DOI: 10.2478/v10018-012-0001-2 THE PROBLEM OF COMPATIBILITY AND INTEROPERABILITY OF SATELLITE NAVIGATION SYSTEMS IN COMPUTATION OF USER’S POSITION Jacek Januszewski Gdynia Maritime University, Navigation Department al. JanaPawla II 3, 81–345 Gdynia, Poland e–mail:[email protected] ABSTRACT. Actually (June 2011) more than 60 operational GPS and GLONASS (Satellite Navigation Systems – SNS), EGNOS, MSAS and WAAS (Satellite Based Augmentation Systems – SBAS) satellites are in orbits transmitting a variety of signals on multiple frequencies. All these satellite signals and different services designed for the users must be compatible and open signals and services should also be interoperable to the maximum extent possible. Interoperability definition addresses signal, system time and geodetic reference frame considerations. The part of compatibility and interoperability of all these systems and additionally several systems under construction as Compass, Galileo, GAGAN, SDCM or QZSS in computation user’s position is presented in this paper. Three parameters – signal in space, system time and coordinate reference frame were taken into account in particular. Keywords: Satellite Navigation System (SNS), Saellite Based Augmentation System (SBAS), compability, interoperability, coordinate reference frame, time reference, signal in space INTRODUCTION Information about user’s position can be obtained from specialized electronic position-fixing systems, in particular, Satellite Navigation Systems (SNS) as GPS and GLONASS, and Satellite Based Augmentation Systems (SBAS) as EGNOS, WAAS and MSAS. All these systems are known also as GNSS (Global Navigation Satellite System). Actually (June 2011) more than 60 operational GPS, GLONASS, EGNOS, MSAS and WAAS satellites are in orbits transmitting a variety of signals on multiple frequencies. -
Rejuvenation of Dry Paleochannels in Arid Regions in NE Africa: a Geological and Geomorphological Study
Arab J Geosci (2017) 10:14 DOI 10.1007/s12517-016-2793-z ARABGU2016 Rejuvenation of dry paleochannels in arid regions in NE Africa: a geological and geomorphological study Bahay Issawi1 & Emad S. Sallam2 Received: 20 June 2016 /Accepted: 5 December 2016 # Saudi Society for Geosciences 2016 Abstract Although the River Nile Basin receives annually ca. and west of Aswan. The nearly flat Sahara west of the Nile 1600 billion cubic meters of rainfall, yet some countries within Valley rises gradually westward until it reaches Gebel the Basin are suffering much from lack of water. The great Uweinat in the triple junction between Egypt, Sudan, and changes in the physiography of the Nile Basin are well Libya. Gebel Uweinat has an elevation of 1900 m.a.s.l. sloping displayed on its many high mountains, mostly basement rocks northward towards the Gilf Kebir Plateau, which is that are overlain by clastic sediments and capped by volcanics 1100 m.a.s.l. The high mountains and plateaus in the southern in eastern and western Sudan. The central part of the Nile Basin and western Egypt slope gradually northward where the Qattara is nearly flat including volcanics in the Bayuda Mountains and Depression is located near the Mediterranean coast. The depres- volcanic cones and plateaus in southwestern Egypt. The high sion is −134 m.b.s.l., which is the lowest natural point in Africa. mountains bordering the Nile Basin range in elevation from All these physiographic features in Sudan and Egypt are related 3300 to 4600 m.a.s.l. in the Ethiopian volcanic plateau in the to (i) the separation of South America from Africa, which east to ca. -
Advanced Positioning for Offshore Norway
Advanced Positioning for Offshore Norway Thomas Alexander Sahl Petroleum Geoscience and Engineering Submission date: June 2014 Supervisor: Sigbjørn Sangesland, IPT Co-supervisor: Bjørn Brechan, IPT Norwegian University of Science and Technology Department of Petroleum Engineering and Applied Geophysics Summary When most people hear the word coordinates, they think of latitude and longitude, variables that describe a location on a spherical Earth. Unfortunately, the reality of the situation is far more complex. The Earth is most accurately represented by an ellipsoid, the coordinates are three-dimensional, and can be found in various forms. The coordinates are also ambiguous. Without a proper reference system, a geodetic datum, they have little meaning. This field is what is known as "Geodesy", a science of exactly describing a position on the surface of the Earth. This Thesis aims to build the foundation required for the position part of a drilling software. This is accomplished by explaining, in detail, the field of geodesy and map projections, as well as their associated formulae. Special considerations is taken for the area offshore Norway. Once the guidelines for transformation and conversion have been established, the formulae are implemented in MATLAB. All implemented functions are then verified, for every conceivable method of opera- tion. After which, both the limitation and accuracy of the various functions are discussed. More specifically, the iterative steps required for the computation of geographic coordinates, the difference between the North Sea Formulae and the Bursa-Wolf transformation, and the accuracy of Thomas-UTM series for UTM projections. The conclusion is that the recommended guidelines have been established and implemented. -
Qattara Depression and Its Hydropower Potential Aly El Shafei
Qattara Depression and its Hydropower Potential Aly El Shafei, American University in Cairo, Egypt Amr Serag El Din, American University in Cairo, Egypt The IAFOR International Conference on Sustainability, Energy & the Environment – Hawaii 2018 Official Conference Proceedings Abstract The Qattara Depression in Egypt has been suggested to be used for hydropower production. This paper investigates the possibility of having a Hydropower plant in this location to solve the current energy problem in the region, by providing the most updated results that would be used in such a project compared to previous studies. Hydrological elements affecting the water balance of the Qattara Depression region are studied, as by predicting the level of the water with time, the nature of the operation of the station can be chosen efficiently. Salinity concentration, evaporation rate of the formed lake, and the water channel formed that leads to the lake, and inward and outward seepage are all factors that had either been neglected in previous studies or not studied in the level of detail necessary for an accurate estimation of the lifetime, energy and economic feasibility of the plant. Metrological data obtained from weather stations surrounding the region were used in the calculations. Also we needed information about the nature of the region’s soil and the hydraulic conductivity and studied the surrounding aquifers to obtain the best estimates when modelling the seepage values along with the years. The detailed calculation of the seepage and salinity have never been done and incorporated in the results making the results in this paper the most updated results. -
Determination of Geoid and Transformation Parameters by Using GPS on the Region of Kadınhanı in Konya
Determination of Geoid And Transformation Parameters By Using GPS On The Region of Kadınhanı In Konya Fuat BAŞÇİFTÇİ, Hasan ÇAĞLA, Turgut AYTEN, Sabahattin Akkuş, Beytullah Yalcin and İsmail ŞANLIOĞLU, Turkey Key words: GPS, Geoid Undulation, Ellipsoidal Height, Transformation Parameters. SUMMARY As known, three dimensional position (3D) of a point on the earth can be obtained by GPS. It has emerged that ellipsoidal height of a point positioning by GPS as 3D position, is vertical distance measured along the plumb line between WGS84 ellipsoid and a point on the Earth’s surface, when alone vertical position of a point is examined. If orthometric height belonging to this point is known, the geoid undulation may be practically found by height difference between ellipsoidal and orthometric height. In other words, the geoid may be determined by using GPS/Levelling measurements. It has known that the classical geodetic networks (triangulation or trilateration networks) established by terrestrial methods are insufficient to contemporary requirements. To transform coordinates obtained by GPS to national coordinate system, triangulation or trilateration network’s coordinates of national system are used. So high accuracy obtained by GPS get lost a little. These results are dependent on accuracy of national coordinates on region worked. Thus results have different accuracy on the every region. The geodetic network on the region of Kadınhanı in Konya had been established according to national coordinate system and the points of this network have been used up to now. In this study, the test network will institute on Kadınhanı region. The geodetic points of this test network will be established in the proper distribution for using of the persons concerned. -
Map 73 Ammon Compiled by D.J
Map 73 Ammon Compiled by D.J. Mattingly, 1996 Introduction This map starkly reveals the long coastline and deep desert hinterland of Marmarica and Libya Inferior. In these respects, the region resembles Syrtica (Map 37). The harshness of the rock desert of the Qattara depression and the impermeability of the sand seas further south are self-evident obstacles to settlement and movement alike. Yet equally, another series of deep depressions in the desert plateau, where water is to be found close to the surface, has made a dynamic contribution to the character of desert living, allowing the creation of large oasis-dwelling communities and fostering the development of long-distance movement along desert tracks (Bates 1914; Rebuffat 1970; 1970a; see Giddy 1987 for a more detailed listing of the main routes of the western desert). The most important of these oases, called Ammon (modern Siwa) in honor of the desert god revered there, gives its name to the map. The oracle here was of significance for both the Saharan and Mediterranean worlds, a point confirmed (though not initiated) by Alexander’s famous visit to the oasis (Fakhry 1944; 1950; 1973; Abboudy Ibrahim 1992). Early modern travelers’ tales convey well the difficulty of desert travel (Sholz 1822; Pacho 1827; St John 1849). Archaeological research in the region as a whole is very underdeveloped. The impression to be gained from the available evidence, however, is of a sharp division between sedentary settlements in the coastal zone and oases in the desert proper. Pastoral groups, notoriously elusive in the archaeological record, no doubt provided a partial link between the two. -
A Guide to Coordinate Systems in Great Britain
A guide to coordinate systems in Great Britain An introduction to mapping coordinate systems and the use of GPS datasets with Ordnance Survey mapping A guide to coordinate systems in Great Britain D00659 v2.3 Mar 2015 © Crown copyright Page 1 of 43 Contents Section Page no 1 Introduction .................................................................................................................................. 3 1.1 Who should read this booklet? .......................................................................................3 1.2 A few myths about coordinate systems ..........................................................................4 2 The shape of the Earth ................................................................................................................ 6 2.1 The first geodetic question ..............................................................................................6 2.2 Ellipsoids ......................................................................................................................... 6 2.3 The Geoid ....................................................................................................................... 7 2.3.1 Local geoids .....................................................................................................8 3 What is position? ......................................................................................................................... 9 3.1 Types of coordinates ......................................................................................................9