Status Paper on Asian Highway, Nepal, 2011
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Pin Information for the Arria® GX EP1AGX50C/D Device Version 1.4 Bank VREF Group Pin Name/Function Optional Function(s) Configuration x8/x9 Mode x16/x18 Mode x36 Mode Number Function EP1AGX50DF780 EP1AGX50CF484 EP1AGX50DF1152 DQ group for DQS DQS for group DQ (F1152) mode DQS for group DQ (F780, F484) mode (1) DQS for group DQ (F1152) mode DQS for group DQ (F780, F484) mode (1) DQS for group DQ (F1152) mode VCCD_PLL7 K25 VCCA_PLL7 J26 GNDA_PLL7 K26 GNDA_PLL7 J25 B2 VREFB2N0 FPLL7CLKp INPUT C34 B2 VREFB2N0 FPLL7CLKn INPUT C33 B2 VREFB2N0 IO DIFFIO_TX41p J28 B2 VREFB2N0 IO DIFFIO_TX41n K27 B2 VREFB2N0 IO DIFFIO_RX40p E34 B2 VREFB2N0 IO DIFFIO_RX40n D34 B2 VREFB2N0 IO DIFFIO_TX40p J30 B2 VREFB2N0 IO DIFFIO_TX40n J29 B2 VREFB2N0 IO DIFFIO_RX39p F32 B2 VREFB2N0 IO DIFFIO_RX39n F31 B2 VREFB2N0 IO DIFFIO_TX39p K30 B2 VREFB2N0 IO DIFFIO_TX39n K29 B2 VREFB2N0 VREFB2N0 VREFB2N0 R30 T21 J18 B2 VREFB2N0 IO DIFFIO_RX38p F34 B2 VREFB2N0 IO DIFFIO_RX38n F33 B2 VREFB2N0 IO DIFFIO_TX38p L26 B2 VREFB2N0 IO DIFFIO_TX38n L25 B2 VREFB2N0 IO DIFFIO_RX37p G33 B2 VREFB2N0 IO DIFFIO_RX37n G32 B2 VREFB2N0 IO DIFFIO_TX37p M26 B2 VREFB2N0 IO DIFFIO_TX37n M25 B2 VREFB2N0 IO DIFFIO_RX36p H32 C28 B20 B2 VREFB2N0 IO DIFFIO_RX36n H31 C27 B19 B2 VREFB2N0 IO DIFFIO_TX36p K28 H23 D19 B2 VREFB2N0 IO DIFFIO_TX36n L28 H22 D18 B2 VREFB2N0 IO DIFFIO_RX35p G34 D28 A17 B2 VREFB2N0 IO DIFFIO_RX35n H34 D27 B17 B2 VREFB2N0 IO DIFFIO_TX35p L29 F24 C20 PT-EP1AGX50C/D-1.4 Copyright © 2009 Altera Corp. Pin List Page 1 of 47 Pin Information for the Arria® GX EP1AGX50C/D Device Version -
Damage Mapping of April 2015 Nepal Earthquake Using Small
J-Rapid Final Workshop 21 June, 2016, Kathmandu Inventory mapping of landslides induced by the Gorkha earthquake 2015 and a proposal for hazard mapping of future landslides for making a plan of better reconstruction "Impact on infrastructure by Gorkha earthquake 2015 induced landslides" Masahiro CHIGIRA Masahiro CHIGIRA Professor, Disaster Prevention Research Institute, Professor, Disaster Prevention Research Institute, Kyoto University Kyoto University Vishnu DANGOL Vishnu DANGOL Professor, Department of Geology, Professor, Department of Geology, Tribhuvan University Tribhuvan University Objective 1. to make an inventory mapping on landslides, cracks, and landslide dams induced by the Nepal earthquake and to investigate their formative mechanisms 2. to detect displaced areas of slope surfaces, of which future susceptibility to landslides would be evaluated on the basis of geology, geomorphology, and groundwater conditions. 3. propose a methodology of hazard mapping for earthquake-induced landslides in Nepal. Members (Japan side) 1. Masahiro CHIGIRA (Kyoto Univ.) PI Applied Geology 2. Daisuke HIGAKI (Hirosaki Univ.) Landslide control 3. Hiroshi YAGI (Yamagata Univ.) Landslide susceptibility mapping 4. Akihiko WAKAI (Gunma Univ.) Geotechnical analysis of landslide 5. Hiroshi, P. SATO (Nihon Univ.) Remote sensing 6. Go, SATO (Teikyo Heisei Univ.) Geomorphology 7. Ching-Ying, TSOU (Hirosaki Univ.) GIS analysis 8. Akiyo YATAGAI (Res. Inst. Humanity and Nature) Meteorology Members (Nepali side) 1. Vishnu DANGOL (Tribhuvan Univ.) PI Applied Geology 2. Smajwal BAJRACHARYA (ICIMOD) Remote sensing 3. Shanmukhesh Chandra AMATYA (DWIDP) Hydrogeology 4. Tuk Lal ADHIKARI (ITECO-Nepal) Geotechnical Field survey • Trishuli River catchment from Trishuli to Syabrubesi (29 October to 1 November, 2015) • Sun Kosi and Bhote Kosi River catchments from Bansaghu to Kodari. -
All Change at Rasuwa Garhi Sam Cowan [email protected]
Himalaya, the Journal of the Association for Nepal and Himalayan Studies Volume 33 | Number 1 Article 14 Fall 2013 All Change at Rasuwa Garhi Sam Cowan [email protected] Follow this and additional works at: http://digitalcommons.macalester.edu/himalaya Recommended Citation Cowan, Sam (2013) "All Change at Rasuwa Garhi," Himalaya, the Journal of the Association for Nepal and Himalayan Studies: Vol. 33: No. 1, Article 14. Available at: http://digitalcommons.macalester.edu/himalaya/vol33/iss1/14 This Research Report is brought to you for free and open access by the DigitalCommons@Macalester College at DigitalCommons@Macalester College. It has been accepted for inclusion in Himalaya, the Journal of the Association for Nepal and Himalayan Studies by an authorized administrator of DigitalCommons@Macalester College. For more information, please contact [email protected]. Research Report | All Change at Rasuwa Garhi Sam Cowan From time immemorial, pilgrims, traders, artisans, and Kyirong to aid the transshipment of goods and to carry religious teachers going to Lhasa from Kathmandu had to out major trading on their own account. Jest records that decide between two main routes. One roughly followed as late as 1959 there were forty five Newar households in the line of the present road to Kodari, crossed the border Kyirong and forty in Kuti (Jest 1993). where Friendship Bridge is built and followed a steep trail The two routes were used for the invasion of Tibet in 1788 to Kuti (Tib. Nyalam). Loads were carried by porters up to and 1791 by the forces of the recently formed Gorkha this point but pack animals were used for the rest of the state under the direction of Bahadur Shah, which led to journey. -
Directory Establishment
DIRECTORY ESTABLISHMENT SECTOR :URBAN STATE : UTTARANCHAL DISTRICT : Almora Year of start of Employment Sl No Name of Establishment Address / Telephone / Fax / E-mail Operation Class (1) (2) (3) (4) (5) NIC 2004 : 0121-Farming of cattle, sheep, goats, horses, asses, mules and hinnies; dairy farming [includes stud farming and the provision of feed lot services for such animals] 1 MILITARY DAIRY FARM RANIKHET ALMORA , PIN CODE: 263645, STD CODE: 05966, TEL NO: 222296, FAX NO: NA, E-MAIL : N.A. 1962 10 - 50 NIC 2004 : 1520-Manufacture of dairy product 2 DUGDH FAICTORY PATAL DEVI ALMORA , PIN CODE: 263601, STD CODE: NA , TEL NO: NA , FAX NO: NA, E-MAIL 1985 10 - 50 : N.A. NIC 2004 : 1549-Manufacture of other food products n.e.c. 3 KENDRYA SCHOOL RANIKHE KENDRYA SCHOOL RANIKHET ALMORA , PIN CODE: 263645, STD CODE: 05966, TEL NO: 1980 51 - 100 220667, FAX NO: NA, E-MAIL : N.A. NIC 2004 : 1711-Preparation and spinning of textile fiber including weaving of textiles (excluding khadi/handloom) 4 SPORTS OFFICE ALMORA , PIN CODE: 263601, STD CODE: 05962, TEL NO: 232177, FAX NO: NA, E-MAIL : N.A. 1975 10 - 50 NIC 2004 : 1725-Manufacture of blankets, shawls, carpets, rugs and other similar textile products by hand 5 PANCHACHULI HATHKARGHA FAICTORY DHAR KI TUNI ALMORA , PIN CODE: 263601, STD CODE: NA , TEL NO: NA , FAX NO: NA, 1992 101 - 500 E-MAIL : N.A. NIC 2004 : 1730-Manufacture of knitted and crocheted fabrics and articles 6 HIMALAYA WOLLENS FACTORY NEAR DEODAR INN ALMORA , PIN CODE: 203601, STD CODE: NA , TEL NO: NA , FAX NO: NA, 1972 10 - 50 E-MAIL : N.A. -
Nepal Human Rights Year Book 2021 (ENGLISH EDITION) (This Report Covers the Period - January to December 2020)
Nepal Human Rights Year Book 2021 (ENGLISH EDITION) (This Report Covers the Period - January to December 2020) Editor-In-Chief Shree Ram Bajagain Editor Aarya Adhikari Editorial Team Govinda Prasad Tripathee Ramesh Prasad Timalsina Data Analyst Anuj KC Cover/Graphic Designer Gita Mali For Human Rights and Social Justice Informal Sector Service Centre (INSEC) Nagarjun Municipality-10, Syuchatar, Kathmandu POBox : 2726, Kathmandu, Nepal Tel: +977-1-5218770 Fax:+977-1-5218251 E-mail: [email protected] Website: www.insec.org.np; www.inseconline.org All materials published in this book may be used with due acknowledgement. First Edition 1000 Copies February 19, 2021 © Informal Sector Service Centre (INSEC) ISBN: 978-9937-9239-5-8 Printed at Dream Graphic Press Kathmandu Contents Acknowledgement Acronyms and Abbreviations Foreword CHAPTERS Chapter 1 Situation of Human Rights in 2020: Overall Assessment Accountability Towards Commitment 1 Review of the Social and Political Issues Raised in the Last 29 Years of Nepal Human Rights Year Book 25 Chapter 2 State and Human Rights Chapter 2.1 Judiciary 37 Chapter 2.2 Executive 47 Chapter 2.3 Legislature 57 Chapter 3 Study Report 3.1 Status of Implementation of the Labor Act at Tea Gardens of Province 1 69 3.2 Witchcraft, an Evil Practice: Continuation of Violence against Women 73 3.3 Natural Disasters in Sindhupalchok and Their Effects on Economic and Social Rights 78 3.4 Problems and Challenges of Sugarcane Farmers 82 3.5 Child Marriage and Violations of Child Rights in Karnali Province 88 36 Socio-economic -
Article of a Given In- with Postdepositional Erosion
Earth Surf. Dynam., 8, 769–787, 2020 https://doi.org/10.5194/esurf-8-769-2020 © Author(s) 2020. This work is distributed under the Creative Commons Attribution 4.0 License. Timing of exotic, far-traveled boulder emplacement and paleo-outburst flooding in the central Himalayas Marius L. Huber1,a, Maarten Lupker1, Sean F. Gallen2, Marcus Christl3, and Ananta P. Gajurel4 1Geological Institute, Department of Earth Sciences, ETH Zurich, Zurich 8092, Switzerland 2Department of Geosciences, Colorado State University, Fort Collins, Colorado 80523, USA 3Laboratory of Ion Beam Physics (LIP), Department of Physics, ETH Zurich, Zurich 8093, Switzerland 4Department of Geology, Tribhuvan University, Kirtipur, Kathmandu, Nepal acurrent address: Université de Lorraine, CNRS, CRPG, 54000 Nancy, France Correspondence: Marius L. Huber ([email protected]) Received: 28 February 2020 – Discussion started: 20 March 2020 Revised: 21 July 2020 – Accepted: 11 August 2020 – Published: 22 September 2020 Abstract. Large boulders, ca. 10 m in diameter or more, commonly linger in Himalayan river channels. In many cases, their lithology is consistent with source areas located more than 10 km upstream, suggesting long trans- port distances. The mechanisms and timing of “exotic” boulder emplacement are poorly constrained, but their presence hints at processes that are relevant for landscape evolution and geohazard assessments in mountainous regions. We surveyed river reaches of the Trishuli and Sunkoshi, two trans-Himalayan rivers in central Nepal, to improve our understanding of the processes responsible for exotic boulder transport and the timing of em- placement. Boulder size and channel hydraulic geometry were used to constrain paleo-flood discharge assuming turbulent, Newtonian fluid flow conditions, and boulder exposure ages were determined using cosmogenic nu- clide exposure dating. -
Study on Kodari Scheme of Rikaze-Kathmandu Railway
2017 2nd International Conference on Sustainable Energy and Environment Protection (ICSEEP 2017) ISBN: 978-1-60595-464-6 Study on Kodari Scheme of Rikaze-Kathmandu Railway Location Yaoping ZHANG1,a 1Institute of Vacuum Tube Transport, Xijing University, Xi’an 710123, China a [email protected] Keywords: Rikaze, Kathmandu, Railway location, Rack rail, Linear motor, Himalaya tunnel Abstract: Building Rikaze-Kathmandu Railway will change the broken road situation of Lasa-Rikaze Railway, activate the potential of Qingzang Railway, have Tibet as well as Lasa and Rikaze become the node of south Asia channel of “One Belt and One Road”, strengthen commercial trade and bilateral relations between China and Nepal. It is the shortest route for Rikaze-Kathmandu railway to go through Zhangmu port. By primary analysis, the feasible route should extend from the current Rikaze railway station, going through Qumei county, entering into the current G318 highway belt, then going through Jiding, Liuxiang and Resa, arriving Lazi. The route extends from Lazi, then goes through Jiacuola mountain by tunnel with 45km length, going through Jiacuo county and arriving Dingri. After Dingri, the route extends to west along with Pengqu river valley, going through Zhaguo, then arriving Gangga. Extending to southwest from Gangga, the route goes under Labujikang peak by a 42km tunnel, then arriving Yalai, then Nielamu and Zhangmu. The nature gradient between Nielamu and Zhangmu is 110‰, line mileage 20km, thus the rack rail technology or the linear motor driving should be considered for train to climb the steep slope more than 110‰. Another possible scheme is to build an 88km tunnel with a 28‰ gradient between Gangga and Zhangmu for going under Himalaya, so as to avoid the 110‰ steep slope between Nielamu-Zhangmu. -
Modification of Transition-Metal Redox by Interstitial Water In
Modification of Transition-Metal Redox by Interstitial Water in Hexacyanometallate Electrodes for Sodium-Ion Batteries Jinpeng Wu†, #, Jie Song‡, Kehua Dai※, #, Zengqing Zhuo§, #, L. Andrew Wray⊥, Gao Liu#, Zhi-xun Shen†, Rong Zeng*, ‖, Yuhao Lu*, ‡, Wanli Yang*, # †Geballe Laboratory for Advanced Materials, Stanford University, Stanford, California 94305, USA #Advanced Light Source, Lawrence Berkeley National Laboratory, Berkeley, California 94720, United States ‡Novasis Energies, Inc., Vancouver, Washington, 98683, United States ※School of Metallurgy, Northeastern University, Shenyang 110819, China §School of Advanced Materials, Peking University Shenzhen Graduate School, Shenzhen 518055, China ⊥Department of Physics, New York University, New York, New York 10003, United States ‖Department of Electrical Engineering, Tsinghua University, Beijing 100084, China ABSTRACT A Sodium-ion battery (SIB) solution is attractive for grid-scale electrical energy storage. Low-cost hexacyanometallate is a promising electrode material for SIBs because of its easy synthesis and open framework. Most hexacyanometallate- based SIBs work with aqueous electrolyte and interstitial water in the material has been found to strongly affect the electrochemical profile, but the mechanism remains elusive. Here we provide a comparative study of the transition-metal redox in hexacyanometallate electrodes with and without interstitial water based on soft X-ray absorption spectroscopy and theoretical calculations. We found distinct transition-metal redox sequences in hydrated and anhydrated NaxMnFe(CN)6·zH2O. The Fe and Mn redox in hydrated electrodes are separated and at different potentials, leading to two voltage plateaus. On the contrary, mixed Fe and Mn redox at the same potential range is found in the anhydrated system. This work reveals for the first time that transition-metal redox in batteries could be strongly affected by interstitial molecules that are seemingly spectators. -
2.3 Nepal Road Network
2.3 Nepal Road Network Overview Primary Roads in Nepal Major Road Construction Projects Distance Matrix Road Security Weighbridges and Axle Load Limits Road Class and Surface Conditions Province 1 Province 2 Bagmati Province Gandaki Province Province 5 Karnali Province Sudurpashchim Province Overview Roads are the predominant mode of transport in Nepal. Road network of Nepal is categorized into the strategic road network (SRN), which comprises of highways and feeder roads, and the local road network (LRN), comprising of district roads and Urban roads. Nepal’s road network consists of about 64,500 km of roads. Of these, about 13,500 km belong to the SRN, the core network of national highways and feeder roads connecting district headquarters. (Picture : Nepal Road Standard 2070) The network density is low, at 14 kms per 100 km2 and 0.9 km per 1,000 people. 60% of the road network is concentrated in the lowland (Terai) areas. A Department of Roads (DoR’s) survey shows that 50% of the population of the hill areas still must walk two hours to reach an SRN road. Two of the 77 district headquarters, namely Humla, and Dolpa are yet to be connected to the SRN. Page 1 (Source: Sector Assessment [Summary]: Road Transport) Primary Roads in Nepal S. Rd. Name of Highway Length Node Feature Remarks N. Ref. (km) No. Start Point End Point 1 H01 Mahendra Highway 1027.67 Mechi Bridge, Jhapa Gadda chowki Border, East to West of Country Border Kanchanpur 2 H02 Tribhuvan Highway 159.66 Tribhuvan Statue, Sirsiya Bridge, Birgunj Connects biggest Customs to Capital Tripureshwor Border 3 H03 Arniko Highway 112.83 Maitighar Junction, KTM Friendship Bridge, Connects Chinese border to Capital Kodari Border 4 H04 Prithvi Highway 173.43 Naubise (TRP) Prithvi Chowk, Pokhara Connects Province 3 to Province 4 5 H05 Narayanghat - Mugling 36.16 Pulchowk, Naryanghat Mugling Naryanghat to Mugling Highway (PRM) 6 H06 Dhulikhel Sindhuli 198 Bhittamod border, Dhulikhel (ARM) 135.94 Km. -
Development of Strategies to Promote and Facilitate the Implementation of the Asian Highway Design Standards
` DEVELOPMENT OF STRATEGIES TO PROMOTE AND FACILITATE THE IMPLEMENTATION OF THE ASIAN HIGHWAY DESIGN STANDARDS Bangkok DECEMBER 2017 1 The views expressed in this publication are those of the authors and do not necessarily reflect the views of the United Nations Secretariat. The opinions, figures and estimates set forth in this publication are the responsibility of the authors, and should not necessarily be considered as reflecting the views or carrying the endorsement of the United Nations. The designations employed and the presentation of the material in this publication do not imply the expression of any opinion whatsoever on the part of the Secretariat of the United Nations concerning the legal status of any country, territory, city or area, or of its authorities, or concerning the delimitation of its frontiers or boundaries. Mention of firm names and commercial products does not imply the endorsement of the United Nations. This publication is issued without formal editing. 2 Acknowledgements This document was prepared by Mr. Ishtiaque Ahmed, Economic Affairs Officer, Transport Infrastructure Section, Transport Division as the project manager. Valuable advices were extended by Mr. Pierre Chartier, Section Chief, Transport Infrastructure Section and Mr. Yuwei Li, Director, Transport Division of ESCAP. This study report was prepared with the generous support of the Korean Expressway Corporation (KEC) under the direction of Dr Sung-Min Cho, Director of R&D Planning Office. Fourteen Asian Highway member countries participated in the survey prepared and conducted by the secretariat and provided information on the Asian Highway in their respective territories. Experts and delegates from member countries of the Asian Highway Network have offered valuable comments on the development of this document. -
Food Insecurity and Undernutrition in Nepal
SMALL AREA ESTIMATION OF FOOD INSECURITY AND UNDERNUTRITION IN NEPAL GOVERNMENT OF NEPAL National Planning Commission Secretariat Central Bureau of Statistics SMALL AREA ESTIMATION OF FOOD INSECURITY AND UNDERNUTRITION IN NEPAL GOVERNMENT OF NEPAL National Planning Commission Secretariat Central Bureau of Statistics Acknowledgements The completion of both this and the earlier feasibility report follows extensive consultation with the National Planning Commission, Central Bureau of Statistics (CBS), World Food Programme (WFP), UNICEF, World Bank, and New ERA, together with members of the Statistics and Evidence for Policy, Planning and Results (SEPPR) working group from the International Development Partners Group (IDPG) and made up of people from Asian Development Bank (ADB), Department for International Development (DFID), United Nations Development Programme (UNDP), UNICEF and United States Agency for International Development (USAID), WFP, and the World Bank. WFP, UNICEF and the World Bank commissioned this research. The statistical analysis has been undertaken by Professor Stephen Haslett, Systemetrics Research Associates and Institute of Fundamental Sciences, Massey University, New Zealand and Associate Prof Geoffrey Jones, Dr. Maris Isidro and Alison Sefton of the Institute of Fundamental Sciences - Statistics, Massey University, New Zealand. We gratefully acknowledge the considerable assistance provided at all stages by the Central Bureau of Statistics. Special thanks to Bikash Bista, Rudra Suwal, Dilli Raj Joshi, Devendra Karanjit, Bed Dhakal, Lok Khatri and Pushpa Raj Paudel. See Appendix E for the full list of people consulted. First published: December 2014 Design and processed by: Print Communication, 4241355 ISBN: 978-9937-3000-976 Suggested citation: Haslett, S., Jones, G., Isidro, M., and Sefton, A. (2014) Small Area Estimation of Food Insecurity and Undernutrition in Nepal, Central Bureau of Statistics, National Planning Commissions Secretariat, World Food Programme, UNICEF and World Bank, Kathmandu, Nepal, December 2014. -
CADP 2.0) Infrastructure for Connectivity and Innovation
The Comprehensive Asia Development Plan 2.0 (CADP 2.0) Infrastructure for Connectivity and Innovation November 2015 Economic Research Institute for ASEAN and East Asia The findings, interpretations, and conclusions expressed herein do not necessarily reflect the views and policies of the Economic Research Institute for ASEAN and East Asia, its Governing Board, Academic Advisory Council, or the institutions and governments they represent. All rights reserved. Material in this publication may be freely quoted or reprinted with proper acknowledgement. Cover Art by Artmosphere ERIA Research Project Report 2014, No.4 National Library of Indonesia Cataloguing in Publication Data ISBN: 978-602-8660-88-4 Contents Acknowledgement iv List of Tables vi List of Figures and Graphics viii Executive Summary x Chapter 1 Development Strategies and CADP 2.0 1 Chapter 2 Infrastructure for Connectivity and Innovation: The 7 Conceptual Framework Chapter 3 The Quality of Infrastructure and Infrastructure 31 Projects Chapter 4 The Assessment of Industrialisation and Urbanisation 41 Chapter 5 Assessment of Soft and Hard Infrastructure 67 Development Chapter 6 Three Tiers of Soft and Hard Infrastructure 83 Development Chapter 7 Quantitative Assessment on Hard/Soft Infrastructure 117 Development: The Geographical Simulation Analysis for CADP 2.0 Appendix 1 List of Prospective Projects 151 Appendix 2 Non-Tariff Barriers in IDE/ERIA-GSM 183 References 185 iii Acknowledgements The original version of the Comprehensive Asia Development Plan (CADP) presents a grand spatial design of economic infrastructure and industrial placement in ASEAN and East Asia. Since the submission of such first version of the CADP to the East Asia Summit in 2010, ASEAN and East Asia have made significant achievements in developing hard infrastructure, enhancing connectivity, and participating in international production networks.