Earthquake Risk Assessment for Tehran, Iran
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The Combined Use of Long-Term Multi-Sensor Insar Analysis and Finite Element Simulation to Predict Land Subsidence
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XLII-4/W18, 2019 GeoSpatial Conference 2019 – Joint Conferences of SMPR and GI Research, 12–14 October 2019, Karaj, Iran THE COMBINED USE OF LONG-TERM MULTI-SENSOR INSAR ANALYSIS AND FINITE ELEMENT SIMULATION TO PREDICT LAND SUBSIDENCE M. Gharehdaghi 1,*, A. Fakher 2, A. Cheshomi 3 1 MSc. Student, School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran – [email protected] 2 Civil Engineering Department, University of Tehran, Tehran, Iran – [email protected] 3 Department of Engineering Geology, School of Geology, College of Science, University of Tehran, Tehran, Iran - [email protected] KEY WORDS: Land Subsidence, Ground water depletion, InSAR data, Numerical Simulation, Finite Element Method, Plaxis 2D, Tehran ABSTRACT: Land subsidence in Tehran Plain, Iran, for the period of 2003-2017 was measured using an InSAR time series investigation of surface displacements. In the presented study, land subsidence in the southwest of Tehran is characterized using InSAR data and numerical modelling, and the trend is predicted through future years. Over extraction of groundwater is the most common reason for the land subsidence which may cause devastating consequences for structures and infrastructures such as demolition of agricultural lands, damage from a differential settlement, flooding, or ground fractures. The environmental and economic impacts of land subsidence emphasize the importance of modelling and prediction of the trend of it in order to conduct crisis management plans to prevent its deleterious effects. In this study, land subsidence caused by the withdrawal of groundwater is modelled using finite element method software Plaxis 2D. -
Rhd Road Network, Rangpur Zone
RHD ROAD NETWORK, RANGPUR ZONE Banglabandha 5 N Tentulia Nijbari N 5 Z 5 0 6 Burimari 0 INDIA Patgram Panchagarh Z Mirgarh 5 9 0 Angorpota 3 1 0 0 5 Z Dhagram Bhaulaganj Chilahati Atwari Z 57 Z 06 5 0 Kolonihat Boda 2 1 Tunirhat Gomnati 3 0 Dhaldanga 7 Ruhea Z 5 N 6 5 Z 5 0 0 Dimla 0 0 2 3 7 9 2 5 6 Z 54 INDIA 5 Debiganj Z50 Sardarhat Z 9 5 0 5 5 Domar Hatibanda Bhurungamari Baliadangi Z N Kathuria Boragarihat Z5 Bahadur Dragha 002 2 Z5 0 7 0 03 5 Thakurgaon Z RLY 7 R 0 Station 58 2 7 7 Jaldhaka 2 5 Bus 6 Dharmagarh Stand Z 5 1 Z Z5 70 029 Z5 Nekmand Z Mogalhat 5 Kaliganj 6 Z5 Tengonmari 17 Nageshwari 2 7 56 4 7 Z 2 09 1 Raninagar Kadamtala 0 Z 0 0 57 5 9 0 Z 0 5 Phulbari Z 5 5 2 Z 5 5 Z Namorihat 0 Kalibari 2 Khansama 16 6 5 56 Z 2 Z Z Aditmari 01 Madarganj 50 Z5018 N509 Z59 4 Ranisonkail N5 08 Tebaria Nilphamari Kishoreganj 8 Z5 Kutubpur 00 008 Lalmonirhat Bhitarbond Z5 Z 2 Z5018 Z5018 Shaptibari 5 2 6 4 Darwani Z 2 6 0 1 0 5 Manthanahat 5 R Z5 Z 9 6 Z 0 00 Pirganj Bakultala 0 Barabari 5 2 5 5 5 1 0 Z Z Z Z5002 7 5 5 Z5002 Birganj 0 0 02 Gangachara N 5 0 5 Moshaldangi Z5020 06 6 06 0 5 0 N 5 Haragach Haripur Z 7 0 N5 Habumorh Bochaganj 0 5 4 Z 2 Z5 61 3 6 5 1 11 Z 5 Taraganj 2 6 Kurigram 0 N Hazirhat 5 Kaharol 5 Teesta 18 Z N5 Ranirbandar N5 Z Kaunia Bridge Rajarhat Z Saidpur Rangpur Shahebganj 5 Beldanga 0 Medical 0 5 Shapla 6 1 more 1 1 more 0 0 5 5 25 Ghagat Z 50 N517 Z Z Bridge Taxerhat N5 Mohiganj 1 2 Mordern 6 4 more 5 02 Z 8 5 Z Shampur 0 Modhupur Z 5 Parbatipur 50 N Sonapukur Badarganj 1 Chirirbandar Z5025 0 Ulipur Datbanga Govt Z5025 Pirgachha College R 5025 Simultala Laldangi 5 Z Kolahat Z 8 Kadamtali Biral Cantt. -
Geomorphological Approaches to the Study of Neotectonics
Journal of the Geological Society, London, Vol. 143, 1986, pp. 335-342, 4 figs, 4 tables. Printed in Northern Ireland Geomorphological approaches to the study of neotectonics J. C. DOORNKAMP Department of Geography, The University, Nottingham NG7 2RD, UK Abstract: The study of morphotectonics is concerned with the analysis of landforms whose form or origins have been affected by neotectonic activity. Traditional morphotectonic studies have been used as a basis for more refined (e.g. statistical) analyses. After the 1960s, however, there emerged new techniques and new approaches to the study of morphotectonics. These have made more precise not only the recognition of morphotectonic features, but have also improved their dating. The time has come to integrate morphotectonic studies more fully both with the approaches used by other disciplines and with modern geomorphological theory. Neotectonics is frequently associated with morphotectonics, traditional period but which pursued more subtle and more which is concerned with the geomorphology of landforms elusive data, and used more refined analytical techniques. whose character is related to recent tectonics. Morphotec- Typical of these were the studies in Uganda where the early tonics can be sub-divided into two parts. One part centres models of rift valley formationand drainage reversal (to on structural activity resulting from isostatic adjustment formLake Victoria) defined by Wayland (1929, 1934a,b) since the Quaternary, and the other is more concerned with were elaborated by Doornkamp & Temple (1966). neotectonics which is not itself responsea to post- Statistical analysis of the warped rift valley shoulders Pleistoceneisostatic effects. Thisaccount is restricted to (Doornkamp 1972) revealed zones of warping much more neotectonics; topics relating to isostatic effects are discussed precisely than had hitherto been the case. -
Conservation of Badgirs and Qanats in Yazd, Central Iran
PLEA2006 - The 23rd Conference on Passive and Low Energy Architecture, Geneva, Switzerland, 6-8 September 2006 Conservation of Badgirs and Qanats in Yazd, Central Iran Dr Reza Abouei1, 2 1 School of Architecture, University of Sheffield, Sheffield, UK 2 School of Architecture, Art University of Isfahan, Isfahan, IRAN ABSTRACT: Of all historic Iranian cities, Yazd, with thousands of historic residential buildings and a large number of traditional structures such as badgirs (wind-towers) and qanats (underground tunnels) contains the largest uninterrupted historic urban fabric in Iran. The city is also an important example of Iranian urban history, whose urban fabric, well adapted to regions dry and hot climate, is relatively a living and dynamic area. The special climate of Yazd has made it necessary to adapt a particular architectural style and urban development/redevelopment schemes. Furthermore, most historic areas of the city contain various traditional structures such as the badgirs, ab-anbars (water storages) and qanats. The existence of these mud-brick ventilation structures, which dominate the city’s roofscapes, creates a distinctive architectural feature of Yazd in which an efficient clean energy system has been used for centuries. As an ancient Iranian system of irrigation, the qanats are also among the outstanding infrastructural features of Yazd in which an organised network of deep water wells linked a labyrinth of subterranean tunnels to form an artificial spring. Currently, many of these traditional structures remain in use, but the historic urban fabric of the city is under the risk of gradual depopulation. Accelerated modern technology and the change of social and economic aims of the community, in Yazd like many other historic cities, alongside the infeasibility of changes in traditional infrastructure have caused the gradual abandonment of these areas. -
Sample File P’ A Karachi S T Demavend J Oun to M R Doshan Tappan Muscatto Kand Airport
Tehran Tehran Tehran The capital of Persia since 1789, Tehran has grown from a dusty backwater to a teeming metropolis of 800,000. In the last decade alone, Tehran has added 300,000 residents, many displaced by the earthquakes, monster attacks, and other consequences of the Serpentfall. And some of these new residents are here to play the secret game that Britain and Russia have played here–much to the distaste of Persians of all stripes–since the 19th century. But now the game is in new innings; played with a savage intensity here because Persia is almost the only court left for it. The Serpent Curtain lies across Europe, an impenetrable barrier. Turkey is surrounded by Soviet clients and conquests–and by suspicious Soviet guards. Central Asia and China are remote, plagued by warlords and bitter cold. But Persia borders Soviet territory directly, a border that moved much closer to Tehran after the Soviets annexed Persian Azerbaijan in 1946. Less than 200 miles from the expanded Azerbaijan Soviet Socialist Republic, Tehran has become Tbilisia veritable nest of spies. It draws those who would try to smuggle agents into the Soviet empire, and information out…and it draws those who would move the Soviet border yet again, all the way out to the PersianBaku Gulf and the doorstep of India.Tashkent T Stalinabad SSR A Ashgabad SSR Zanjan Tehran A S KabulSAADABAD NIAVARAN Damascus Baghdad P Evin TAJRISH Prison Red Air Force Isfahan Station SHEMIRAN I Telephone Jerusalem Abadan Exchange GHOLHAK British Mission and Cemetery R S Sample file P’ A Karachi S t Demavend J oun To M R Doshan Tappan MuscatTo Kand Airport Mehrabad Jiddah To Zanjan (Soviet Border) Aerodrome BombayTEHRAN N O DULAB Gondar A A Aden S Qul’eh Gabri Parthian Ruins SHAHRA RAYY Medieval Ruins To Garm Sar Salt Desert To Hamadan To Qom To Kavir 4 Tehran Tehran THE CHARACTER OF TEHRAN Tehran sits–and increasingly, sprawls–on the southern slopes of the Elburz Mountains, specifically Mount Demavend, an extinct volcano that towers 18,000 feet above sea level. -
Afghans in Iran: Migration Patterns and Aspirations No
TURUN YLIOPISTON MAANTIETEEN JA GEOLOGIAN LAITOKSEN JULKAISUJA PUBLICATIONS OF THE DEPARTMENT OF GEOGRAPHY AND GEOLOGY OF UNIVERSITY OF TURKU MAANTIETEEN JA GEOLOGIAN LAITOS DEPARTMENT OF GEOGRAPHY AND GEOLOGY Afghans in Iran: Migration Patterns and Aspirations Patterns Migration in Iran: Afghans No. 14 TURUN YLIOPISTON MAANTIETEEN JA GEOLOGIAN LAITOKSEN JULKAISUJA PUBLICATIONS FROM THE DEPARTMENT OF GEOGRAPHY AND GEOLOGY, UNIVERSITY OF TURKU No. 1. Jukka Käyhkö and Tim Horstkotte (Eds.): Reindeer husbandry under global change in the tundra region of Northern Fennoscandia. 2017. No. 2. Jukka Käyhkö och Tim Horstkotte (Red.): Den globala förändringens inverkan på rennäringen på norra Fennoskandiens tundra. 2017. No. 3. Jukka Käyhkö ja Tim Horstkotte (doaimm.): Boazodoallu globála rievdadusaid siste Davvi-Fennoskandia duottarguovlluin. 2017. AFGHANS IN IRAN: No. 4. Jukka Käyhkö ja Tim Horstkotte (Toim.): Globaalimuutoksen vaikutus porotalouteen Pohjois-Fennoskandian tundra-alueilla. 2017. MIGRATION PATTERNS No. 5. Jussi S. Jauhiainen (Toim.): Turvapaikka Suomesta? Vuoden 2015 turvapaikanhakijat ja turvapaikkaprosessit Suomessa. 2017. AND ASPIRATIONS No. 6. Jussi S. Jauhiainen: Asylum seekers in Lesvos, Greece, 2016-2017. 2017 No. 7. Jussi S. Jauhiainen: Asylum seekers and irregular migrants in Lampedusa, Italy, 2017. 2017 Nro 172 No. 8. Jussi S. Jauhiainen, Katri Gadd & Justus Jokela: Paperittomat Suomessa 2017. 2018. Salavati Sarcheshmeh & Bahram Eyvazlu Jussi S. Jauhiainen, Davood No. 9. Jussi S. Jauhiainen & Davood Eyvazlu: Urbanization, Refugees and Irregular Migrants in Iran, 2017. 2018. No. 10. Jussi S. Jauhiainen & Ekaterina Vorobeva: Migrants, Asylum Seekers and Refugees in Jordan, 2017. 2018. (Eds.) No. 11. Jussi S. Jauhiainen: Refugees and Migrants in Turkey, 2018. 2018. TURKU 2008 ΕήΟΎϬϣΕϼϳΎϤΗϭΎϫϮ̴ϟϥήϳέΩ̶ϧΎΘδϧΎϐϓϥήΟΎϬϣ ISBN No. -
Initiating Bus Rapid Transit in Jakarta, Indonesia
Initiating Bus Rapid Transit in Jakarta, Indonesia John P. Ernst On February 1, 2004, a 12.9-km (8-mi) bus rapid transit (BRT) line began the more developed nations, the cities involved there frequently lack revenue operation in Jakarta, Indonesia. The BRT line has incorporated three critical characteristics more common to cities in developing most of the characteristics of BRT systems. The line was implemented in countries: only 9 months at a cost of less than US$1 million/km ($1.6 million/mi). Two additional lines are scheduled to begin operation in 2005 and triple 1. High population densities, the size of the BRT. While design shortcomings for the road surface and 2. Significant existing modal share of bus public transportation, terminals have impaired performance of the system, public reaction has and been positive. Travel time over the whole corridor has been reduced by 3. Financial constraints providing a strong political impetus to 59 min at peak hour. Average ridership is about 49,000/day at a flat fare reduce, eliminate, or prevent continuous subsidies for public transit of 30 cents. Furthermore, 20% of BRT riders have switched from private operation. motorized modes, and private bus operators have been supportive of expanding Jakarta’s BRT. Immediate improvements are needed in the These three characteristics combine to favor the development of areas of fiscal handling of revenues and reconfiguring of other bus routes. financially self-sustaining BRT systems that can operate without gov- The TransJakarta BRT is reducing transport emissions for Jakarta and ernment subsidy after initial government expenditures to reallocate providing an alternative to congested streets. -
Effects of Flood Mitigation Measure: Lessons from Dhaka Flood Protection Project, Bangladesh
Vol. 24, No. 6 Asian Profile December, 1996 Effects of Flood Mitigation Measure: Lessons from Dhaka Flood Protection Project, Bangladesh BHUIYAN MONWAR ALAM Research Associate LETECIA N. DAMOLE Research Associate and EBEL WICKRAMANAYAKE Associate Professor Regional & Rural Development Planning Human Settlements Development Program School of Environment, Resources and Development Asian Institute of Technology Bangkok, Thailand Introduction Although, Bangladesh is subjected to perpetual floods every year, she suffered two of the most serious and devastating floods on record in 1987 and 1988 which lasted from later part of August to first part of September. Vast areas of the country including the Capital City of Dhaka with a population of about 4.8 million were flooded to an unprecedented degree with flood levels 1.5 m higher than normal for periods up to four weeks. In Dhaka City, it is estimated that about 200 sq km (77 per cent of the total area of 260 sq km) was submerged to depths ranging from 0.3 m to over 4.5 m (FAP 8B, 1991). About 2.4 million people (50 per cent of the city population) were directly affected by these floods. Conservative estimates of the floods suggest that loss due to annual flood is about TkI 250 milhon, and the damages to a 10-year (return period) flood and a 40-year (return period) flood are Tk 530 million and Tk 750 million, respectively (Bangladesh Water Development Board, Undated). Following the floods of 1988 the Government of Bangladesh (GOB) established a National Flood Protection Committee in October 1988 which proposed to build a system comprising of embankments and flood walls around Dhaka City to protect the intrusion of flood water from the surrounding rivers and drain out the internal water caused by rainfall. -
Study of Morphotectonics and Hydrogeology for Groundwater
STUDY OF MORPHOTECTONICS AND HYDROGEOLOGY FOR GROUNDWATER PROSPECTING USING REMOTE SENSING AND GIS IN THE NORTH WEST HIMALAYA, DISTRICT SIRMOUR, HIMACHAL PRADESH, INDIA Thapa, R1, Kumar Ravindra2and Sood, R.K1 1Remote Sensing Centre, Science Technology & Environment, 34-SDA Complex, Kasumpti, Shimla, Himachal Pradesh, India 171 009 India - [email protected], [email protected] 2Centre of Advanced Study in Geology,Panjab University Chandigarh,160 014 India - [email protected]. KEY WORDS: Satellite Imageries, Neo-Tectonics,GPS, Hydrogeology, Morphometric Analysis, Weightage, GIS, Ground Water Potential. ABSTRACT: The study of aerial photographs, satellite images topographic maps supported by ground truth survey reveals that the study area has a network of interlinked subsurface fractures. The features of neo-tectonic activities in the form of faults and lineaments has a definite control on the alignment of many rivers and their tributaries. Geology and Morphotectonics describes the regional geology and its correlation with major and minor geological structures. The study of slopes, aspects, drainage network represents the hydrogeology and helps in categorization of the land forms into different hydro-geomorphological classes representing the relationship of the geological structures vis-à-vis the ground water occurrence. Data integration and ground water potential describes the designing of data base for ground water analysis in GIS platform and the use of hydro-geomorphological models based on satellite imageries -
A Community- Based Cross-Sectional Study
Deghatipour et al. BMC Oral Health (2019) 19:117 https://doi.org/10.1186/s12903-019-0801-x RESEARCHARTICLE Open Access Oral health status in relation to socioeconomic and behavioral factors among pregnant women: a community- based cross-sectional study Marzie Deghatipour1 , Zahra Ghorbani2* , Shahla Ghanbari3, Shahnam Arshi4, Farnaz Ehdayivand5, Mahshid Namdari6 and Mina Pakkhesal7 Abstract Background: Oral health of women during pregnancy is an important issue. Not only it can compromise pregnancy outcomes, but also it may affect their newborn’s overall health. The aim of this study was to assess the oral health status and associated factors in pregnant women. Methods: A cross-sectional study was conducted amongst 407 pregnant women in the second and third trimester of pregnancy in Varamin, Iran. Oral health status was examined, and demographic, socioeconomic status and dental care behavior data were collected. Oral health indices included periodontal pocket, bleeding on probing (BOP) and decayed, missed, filled teeth (DMFT). Regression analysis of DMFT was used to study the association between demographic, dental care behaviors indicators and outcome variables using the count ratios (CR) and 95% confidence intervals (CI). Results: The mean (SD, Standard Deviation) age of participants was 27.35 (5.57). Daily brushing, flossing habit were observed in 64.1, and 20.6% of mothers, respectively. Mean (SD) of DMFT, D, M, F were 10.34(5.10), 6.94(4.40), 2.22 (2.68) and 1.19(2.23), respectively. Women older than 35 years had significantly more DMFT [CR = 1.35 (95% CI 1.13; 1.60)], less D [CR = 0.75 (95% CI 0.59; 0.94)], and more M [CR = 3.63 (95% CI 2.57; 5.14)] compared to women under 25 years after controlling for education and dental care behaviors. -
Application of Fractal Modeling Based on Remote Sensing Data for Detecting Iron Mineralization in Dehshir–Baft Fault, West of Central Iran
Revista Geoaraguaia ISSN:2236-9716 Barra do Garças – MT v.10, n. esp. Geologia e Pedologia p.130-154. Dez-2020 APPLICATION OF FRACTAL MODELING BASED ON REMOTE SENSING DATA FOR DETECTING IRON MINERALIZATION IN DEHSHIR–BAFT FAULT, WEST OF CENTRAL IRAN APLICAÇÃO DE MODELO FRACTAL BASEADO EM DADOS DE SENSORIAMENTO REMOTO PARA DETECTAR MINERAÇÕES DE FERRO NA FALHA DEHSHIR-BAFT, NA REGIÃO OESTE DO IRÃ CENTRAL Faezeh Ahmadi1 Mohammad Reza Jafari2 Ahmad Adib*3 Hamid Hrati4 Mohammad Ali Arian5 ABSTRACT Part of Dehshir–Baft Fault is located on the 1:100000 Sarvbala geological sheet west of Yazd Province in Iran on the Urmia–Dokhtar magmatic–mineralization zone. Regions with iron mineralization potential on this sheet were detected by identifying alterations and fault trends by processing ASTER satellite images. Images were processed using the false color composite (FCC), Crosta, LS-Fit, and spectral angle mapper (SAM) methods to identify iron oxide, argillic, propylitic, and phyllic alterations. To find out the role of faults and lineaments in mineralization, the general faulting trend on this sheet was extracted by relief shading on the digital elevation model (DEM), and the fault zones were examined through field operations. Regions with high iron potential were identified by integrating the fault layers, alterations, and mineralization-related geological units in ArcGIS. The identified regions were then validated through field operations. The relationship between the distance of iron oxide alterations obtained from the LS-Fit method with the main fault was evaluated by the fractal method. The results showed the location and more significant relationship of iron potential with faults in the south and southwest of Sarvbala sheet than other regions. -
EU Embassies and Consulates in Tehran
EU Embassies and Consulates in Tehran Austrian Embassy in Tehran, Iran Embassy of Austria in Tehran, Iran Bahonarstr., Moghaddasistr., Zamanistr Mirvali 11, Teheran City: Tehran Phone: (+98/21) 22 75 00-38 (+98/21) 22 75 00-40 (+98/21) 22 75 00-42 Fax: (+98/21) 22 70 52 62 Website: http://www.bmeia.gv.at/teheran Email: [email protected] Belgian Embassy in Tehran, Iran Embassy of Belgium in Tehran, Iran Elahieh - 155-157 Shahid Fayyazi Avenue (Fereshteh) 16778 Teheran City: Tehran Phone: + (98) (21) 22 04 16 17 Fax: + (98) (21) 22 04 46 08 Website: http://www.diplomatie.be/tehran Email: [email protected] Office Hours: Sunday through Thursday 8.30 to 12.30 and 13.00 to 14.00 For visa applications & legalizations : Sunday through Tuesday from 8.30 to 11.30 AM Bulgarian Embassy in Tehran, Iran Bulgarian Embassy in Tehran, Iran IR Iran, Tehran, 'Vali-e Asr' Ave. 'Tavanir' Str., 'Nezami-ye Ganjavi' Str. No. 16-18 City: Tehran Phone: (009821) 8877-5662 (009821) 8877-5037 Fax: (009821) 8877-9680 Email: [email protected] Croatian Embassy in Tehran, Iran Embassy of the Republic of Croatia in Tehran, Iran 1. Behestan 25 Avia Pasdaran Tehran, Islamic Republic of Iran City: Tehran Phone: 0098 21 258 9923 0098 21 258 7039 Fax: 0098 21 254 9199 Email: [email protected] Details: Covers the Islamic Republic of Pakistan, Islamic Republic of Afghanistan Details: Ambassador: William Carbó Ricardo Cypriot Embassy in Tehran, Iran Embassy of the Republic of Cyprus in Tehran, Iran 328, Shahid Karimi (ex.