Chief Engineer(Yamuna) Okhla,New Delhi-25

Total Page:16

File Type:pdf, Size:1020Kb

Chief Engineer(Yamuna) Okhla,New Delhi-25 Government of Uttar Pradesh Irrigation and water resource Department,U.P. PRE-FEASIBILITY REPORT Construction of Barrage for Securing the Foundation of Taj Mahal, Improvement in Water Level ,Beautification & Navigation at 1.50km D/S of Taj Mahal, Agra, U.P. Submitted to: The Ministry of Environment Forest & Climate Change, New Delhi July 2018 Submitted by: Chief Engineer(Yamuna) Okhla,New Delhi-25 Irrigation and Water Resource Department, Uttar Pradesh PRE-FEASIBILITY REPORT Table of Contents 1. INTRODUCTION AND PROJECT BACKGROUND ........................................................................ 4 1.1 INTRODUCTION ................................................................................................................ 4 1.2 BACKGROUND................................................................................................................... 4 1.3 OBJECTIVE OF THE PROJECT ............................................................................................. 6 1.4 LOCATION & CONNECTIVITY............................................................................................. 6 2. PROJECT DESCRIPTION ............................................................................................................. 9 2.1 SALIENT FEATURES ............................................................ Error! Bookmark not defined. 2.1 INDEX MAP ..................................................................................................................... 14 2.3 LAND REQUIREMENT ...................................................................................................... 14 2.4 RAW MATERIAL REQUIREMENT ..................................................................................... 15 2.5 MANPOWER REQUIREMENT .......................................................................................... 15 2.6 WATER REQUIREMENT ................................................................................................... 15 2.7 ENERGY REQUIREMENT .................................................................................................. 16 2.8 GENERATION OF SOLID AND LIQUID WASTE ................................................................. 16 2.9 FACILITIES AT PROJECT SITE............................................................................................ 16 2.10 CONSTRUCTION SCHEDULE ............................................................................................ 16 2.11 PROJECT COST ESTIMATE ............................................................................................... 16 3. ANALYSIS OF ALTERNATIVES .................................................................................................. 19 4. ENVIRONMENTAL AND SOCIAL ASPECTS ............................................................................... 19 4.1 PHYSICAL FEATURE ......................................................................................................... 19 4.2 TOPOGRAPHY ................................................................................................................. 19 4.3 CLIMATIC CONDITION ..................................................................................................... 20 4.4 LAND USE PATTERN ........................................................................................................ 21 4.5 SEISMICITY AND EARTHQUAKE ...................................................................................... 21 4.6 GEOLOGY ........................................................................................................................ 21 4.7 DRAINAGE ....................................................................................................................... 22 P a g e | 2 4.8 RIVER SYSTEM ................................................................................................................. 22 4.9 HYDROGEOLOGY............................................................................................................. 22 4.10 FLORA AND FAUNA ......................................................................................................... 23 5. PROJECT BENEFITS ................................................................................................................. 25 6. ANALYSIS OF PROPOSAL ........................................................ Error! Bookmark not defined.24 Irrigation and Water Resource Department, Uttar Pradesh PRE-FEASIBILITY REPORT 1. INTRODUCTION AND PROJECT BACKGROUND 1.1 INTRODUCTION Agra is an important historical city of India situated on the right bank of the river Yamuna. A large number of rich monuments in the city untold the medieval period. The place is a great attraction not only to scholarly but in a very large measure to the tourists from all parts of the world. Thus Agra has developed in to one of the most important tourist centres of the country. The Taj Mahal is the focal point which is daily visited by several thousand people from all walks of life from the whole world. The idea of beautifying the surroundings of the Taj is under consideration from a long time. Water front is always fascinating. Hence, there has been a proposal to create a lake by constructing a low height barrage on river Yamuna, 1.5 km down stream of Tajmahal. Construction of Barrage for the creation of water front at Taj is essential to restore the beauty of Taj as it was in ancient Mughal Period. The construction of Barrage at 1.5Km downstream of barrage will not only improve the Tajmahal area from aesthetic point of view but will also facilitate the boating, navigation and water sports in the river, improvement in ground water level. The boating shall be provided in such a way that the tourists can enjoy the beauty of Ancient Ghats, Ram Bagh, Atmadaulla and Taj Mahal during boating. The barrage which shall also consist of two Lane Bridge. By constructing connecting road it will ease the traffic of city After the construction of Barrage the environment of nearby area will improve significantly. The ground water level is also likely to go up. Due to ponding acquaintance will develop and the humidity of the atmosphere is expected to increase, which will decrease the dryness and hotness of atmosphere resulting in major improvement of Taj Trapezium area. The development of green belt around the pond will improve the environment. The main object of this project is to create storage of water at all the time in Dry River, Improvement of the ground water level in Agra, valued or non-valued navigation through river routes reducing the pressure on other mode of transport. The development of green belt around the pond will improve the environment around the smart city of Agra and the Taj Mahal, which is a “World Heritage Monument”. 1.2 BACKGROUND The river Yamuna originates from Yamunotri Glacier in the lower Himalayas. The river with its total flow length of 1376km, travels through number of historical, religious and big cities P a g e | 4 Irrigation and water resource Department, Uttar Pradesh PRE-FEASIBILITY REPORT like Saharanpur, Delhi, Vrindavan, Mathura, Agra, Kanpur, Hamirpur and merges into river Ganga at Allahabad. The Agra city situated on the right bank of river Yamuna, is on the most important tourist and pilgrimage centre of the country and have a large number of monuments in the catchment down stream of Okhla Barrage. All the water available in Yamuna River is diverted into the canal from Hathnikund barrage at U.P. border. From downstream of Hathnikund barrage, water released to Okhla barrage i.e. diverted in Agra Canal for irrigation purpose of Haryana, U.P. and for B.T.P.S/NTPC Delhi/ Faridabad and specified quantity of water release in downstream of Yamuna river for Gokul barrage at Mathura, which is supplied as drinking water Mathura city . Resulting is that, from downstream of Gokul barrage to downstream of Taj Mahal, the general hydrology shows that during lean period river has low discharge as practically NIL to few thousands cusecs at different locations in Non-monsoon period. In monsoon water varies from 1.00 lac to 3.50 lacs cusecs, it reveals that the river carries inadequate discharge during monsoon from July to October months. Hence there has been a proposal to create a lake by constructing a low height barrage for the purpose of beautification, raising of ground water level and navigation route. Honourable Chief minister , Uttar Pradesh Government has announce to construct a barrage on river Yamuna at 1.5 Km Downstream of Tajmahal on 26.10.2017. (Announcement No. YAL-18/2017 Sl. No. GH11Y000040 ). Since it was demanded by various Jan Pratinidhi and recommended by various committee including parliament committee since long time. After that a Detail Project Report has been prepared costing Rs.706.00 crore. The Project has been approved by Departmental Chief Engineers Committee. The Length of Barrage is 475m . the 22 bay is proposed in 475m length of Barrage. As Yamuna River from Delhi to Allahabad has been declared the National Waterway No.110, Two bay has been proposed for navigation purpose and shall be constructed as per requirement of Inland Waterway Authority of India.The pond level of Barrage has been kept 146.00 m . Archaeological Survey of India has recommended the level of 146.00m as it the safe level for Tajmahal and other monument situated at bank of river Yamuna.The crest Level of Barrage is 143.50 metre. Hence approx. 2.5 metre height in Barrage is proposed. The propose Barrage consist of following. 1. Main Barrage 2. Two
Recommended publications
  • Biological Analysis of Yamuna River
    Journal of Materials Science & Surface Engineering, 6(6): 905-908 ISSN (Online): 2348-8956; 10.jmsse/2348-8956/6-6.6 Biological analysis of Yamuna River Pooja Upadhyay · Arushi Saxena · Pammi Gauba Department of Biotechnology, Jaypee Institute of Information Technology, Noida A-10, Sector-62, Noida, Uttar Pradesh-201307. ARTICLE HISTORY ABSTRACT Received 30-03-2019 Water pollution is a very common cause of major health problems across the globe. The most common and Revised 01-09-2019 widespread health risk associated with drinking water is contamination. The pathogenic agents involved Accepted 06-09-2019 include bacteria, viruses, and protozoa, which may cause diseases that vary in severity from mild Published 01-12-2019 gastroenteritis to severe and sometimes fatal diarrhea, dysentery, hepatitis, or typhoid fever, most of them are widely distributed throughout the world. Biological testing methods are progressively often used for KEYWORDS determining the surface water quality. In the biological analysis of the water samples using methods like, Biological testing most probable number (MPN) method, glutamate starch phenol red agar and hektoen enteric agar, we Contamination observed various organisms like Coliform bacteria, Aeromonas, Pseudomonas, Salmonella, and Shigella, Harmful organism which are harmful for consumption of population to be present in the river water. The biological methods Water pollution are used for analyzing water quality involves collection, counting and identification of micro organisms, measurement of metabolic activity rates, and processing and interpretation of biological data. In this paper, we have done a comparative analysis of microbes present in samples collected from different places and their impact on water quality.
    [Show full text]
  • Pradhan Mantri Awas Yojna-Kheragarh BLC NC New
    Pradhan Mantri Awas Yojna-Kheragarh BLC NC New Name Father/husband Pres-Address Sex Age SL.N ome Caste Mission Ward.N Religion Monthly.inc Marital Statu Marital BLC 1 5 AFROJ SHAMSHER FEMALE 33 MARRIED MUSLIM 4 FAKIR BASTI KHERAGARH NC BLC 2 11 AKBAR MUNNA SAI MALE 38 MARRIED MUSLIM SC MIRZA PARA KHERAGARH NC BLC 3 11 ALI SHER ROSHAN KHAN MALE 38 MARRIED MUSLIM OBC MIRZA PARA KHERAGARH 2000 NC BLC 4 12 ANIL BRAHMCHARI MALE 26 MARRIED HINDU SC KHERA MOHALLA KHERAGARH NC BLC 5 8 ANITA NEETU FEMALE 25 MARRIED HINDU SC SUNDAR COLONY KHERAGARH NC BLC ANJALI PUSHPRAJ 6 12 FEMALE 36 MARRIED HINDU GENERAL KHERA MOHALLA KHERAGARH 10000 NC SIKARWAR SINGH BLC 7 6 ANJAM ISLAM FEMALE 50 MARRIED MUSLIM OBC SAMADHI ROAD KHERAGARH 5000 NC BLC 8 10 ARTI TYAGI VISHNU KUMAR FEMALE 30 MARRIED HINDU GENERAL KHERA MOHALLA KHERAGARH 5000 NC BLC ANTYODAY SCHOOL KE PASS 9 4 ASAMO NAHEEM FEMALE 33 MARRIED MUSLIM OBC 10000 NC KHERAGARH BLC NAI TEHSIL KE SAMNE 10 8 ASHA GODHAN SINGH FEMALE 34 MARRIED HINDU SC NC KHERAGARH BLC 11 11 ASHA TOTA KHAN FEMALE 44 MARRIED MUSLIM OBC MIRJA PARA KHERAGARH NC BLC PURANI TEHSIL ROAD 12 5 ASHMIN VIRU FEMALE 31 MARRIED MUSLIM OBC 2000 NC KHERAGARH BLC 13 11 ASHOK BENDI RAM MALE 45 MARRIED HINDU OBC KHATIK PARA KHERAGARH NC BLC 14 4 ASHOK RADHESHYAM MALE 42 MARRIED HINDU GENRAL SAIYAN ROAD KHERAGARH NC BLC DEVI MANDIR K SAMNE 15 14 ASHOK VERMA GOPAL DAS MALE 29 MARRIED HINDU OBC 3000 NC KHERAGARH BLC 16 13 BABEETA RAKESH FEMALE 38 MARRIED HINDU SC SHIV COLONY KHERAGARH 1800 NC BLC SURAJBHAN COLONY 17 14 BABITA RAJENDRA PURI FEMALE
    [Show full text]
  • (Cemp) for Taj Trapezium Zone (Ttz) Area
    FINAL REPORT COMPREHENSIVE ENVIRONMENTAL MANAGEMENT PLAN (CEMP) FOR TAJ TRAPEZIUM ZONE (TTZ) AREA Sponsor Agra Development Authority (ADA) AGRA CSIR-National Environmental Engineering Research Institute (NEERI), Nehru Marg, Nagpur - 440 020 (India December, 2013 Table of Contents S.No. Contents Page No. Chapter 1 1.0 Introduction 1.1 1.1 Taj Trapezium Zone (TTZ), Agra – Status and Chronology 1.1 of Events 1.2 Hon’ble Supreme Court Orders (Air Pollution Control) 1.4 1.3 Present Study 1.4 1.3.1 Study Area 1.5 1.3.2 Scope of the Work 1.5 1.3.3 Study Methodology and Report 1.6 Chapter 2 2.0 Air Environment 2.1 2.1 Present Status of Air Environment In TTZ Area 2.1 2.1.1 Air Quality Status Of Agra City 2.1 2.1.1.1 Analysis of Air Quality Data (CPCB) 2.2 2.1.1.2 Annual Variation In AQ Levels 2.3 2.1.1.3 Analysis of Air Quality Data (UPPCB) 2.5 2.1.1.4 Analysis of Air Quality Data (ASI) 2.5 2.1.1.5 Monthly Mean Values At Uppcb Monitoring Stations (2011) 2.6 2.1.1.6+ Monthly Variation In Air Quality Data Measured Using 2.6 Continuous Analyzer 2.1.2 Air Quality Status of Firozabad City 2.8 2.1.3 Air Quality Status of Mathura City 2.9 2.1.4 Air Quality Status of Bharatpur City 2.11 2.2 Meteorology of The Region 2.13 2.2.1 Analysis of Meteorological Data 2.13 2.3 Sources of Air Pollution In TTZ Area 2.13 2.3.1 Industrial Sources 2.13 2.3.2 Vehicular Sources 2.15 2.3.2.1 Traffic Count at Important Locations 2.17 2.3.3 Status Of DG Sets in TTZ Area 2.20 2.3.3.1 Status of DG Sets in Agra 2.20 2.3.3.2 Status of DG Sets in Firozabad 2.21 2.3.3.3 Status of DG Sets in Mathura 2.22 2.4 Air Quality Management Plans 2.23 2.4.1 Summary of Air Quality Of Taj Mahal and in TTZ Area 2.23 2.4.2 Measures taken in Past for Improvement in Air Quality of TTZ 2.24 2.4.3 Road Networks and Traffic Management 2.25 2.4.4 Vehicle Inspection And Maintenance Related Aspects 2.25 Table of Contents (Contd.) S.No.
    [Show full text]
  • 87 up - ETAWAH-AGRA-DELHI SL
    87 Up - ETAWAH-AGRA-DELHI SL. No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Depot Etawah Etawah Etawah Etawah Taj Taj Taj Mathura Mathura Mathura Mathura Idgah Idgah Mathura Taj Idgah Mathura Region Etawah Etawah Etawah Etawah Agra Agra Agra Agra Agra Agra Agra Agra Agra Agra Agra Agra Agra Type of service Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary Ordinary From K.M. Kanpur 17:30 Kanpur 19:30 Kanpur 20:30 Shaunkh 6:00 ETAWAH DEP 0 10.00 12.00 8.00 15.00 ARR 10.30 12.30 KACHORA 27 DEP 10.45 12.45 ARR 11.30 13.30 9.02 16.06 WAH 49 DEP 11.40 13.40 9.17 16.21 ARR 13.40 15.40 11.30 17.34 AGRA 122 DEP 14.00 16.00 11.45 17.49 1:00 1:45 2:45 0:05 0:05 0:05 0:05 ARR 15.30 17.30 12.51 18.53 2:30 3:15 4:15 1:35 1:35 1:35 1:35 MATHURA 186 DEP 15.40 17.40 13.04 19.08 2:40 3:25 4:25 4:30 5:00 6:00 6:15 1:45 1:45 6:45 1:45 1:45 7:00 ARR 19.00 21.00 15.29 21.33 6:00 6:45 7:45 7:50 8:20 9:20 9:35 5:05 5:05 10:05 5:05 5:05 10:20 DELHI 331 DEP To 87 Dn - DELHI - AGRA - ETAWAH SL.
    [Show full text]
  • Current Condition of the Yamuna River - an Overview of Flow, Pollution Load and Human Use
    Current condition of the Yamuna River - an overview of flow, pollution load and human use Deepshikha Sharma and Arun Kansal, TERI University Introduction Yamuna is the sub-basin of the Ganga river system. Out of the total catchment’s area of 861404 sq km of the Ganga basin, the Yamuna River and its catchment together contribute to a total of 345848 sq. km area which 40.14% of total Ganga River Basin (CPCB, 1980-81; CPCB, 1982-83). It is a large basin covering seven Indian states. The river water is used for both abstractive and in stream uses like irrigation, domestic water supply, industrial etc. It has been subjected to over exploitation, both in quantity and quality. Given that a large population is dependent on the river, it is of significance to preserve its water quality. The river is polluted by both point and non-point sources, where National Capital Territory (NCT) – Delhi is the major contributor, followed by Agra and Mathura. Approximately, 85% of the total pollution is from domestic source. The condition deteriorates further due to significant water abstraction which reduces the dilution capacity of the river. The stretch between Wazirabad barrage and Chambal river confluence is critically polluted and 22km of Delhi stretch is the maximum polluted amongst all. In order to restore the quality of river, the Government of India (GoI) initiated the Yamuna Action Plan (YAP) in the1993and later YAPII in the year 2004 (CPCB, 2006-07). Yamuna river basin River Yamuna (Figure 1) is the largest tributary of the River Ganga. The main stream of the river Yamuna originates from the Yamunotri glacier near Bandar Punch (38o 59' N 78o 27' E) in the Mussourie range of the lower Himalayas at an elevation of about 6320 meter above mean sea level in the district Uttarkashi (Uttranchal).
    [Show full text]
  • Agra Rural Assembly Uttar Pradesh Factbook | Key Electoral Data of Agra Rural Assembly Constituency | Sample Book
    Editor & Director Dr. R.K. Thukral Research Editor Dr. Shafeeq Rahman Compiled, Researched and Published by Datanet India Pvt. Ltd. D-100, 1st Floor, Okhla Industrial Area, Phase-I, New Delhi- 110020. Ph.: 91-11- 43580781-84 Email : [email protected] Website : www.indiastatelections.com Online Book Store : www.indiastatpublications.com Report No. : AFB/UP-090-0121 ISBN : 978-93-5293-852-0 First Edition : January, 2017 Third Updated Edition : January, 2021 Price : Rs. 11500/- US$ 310 © Datanet India Pvt. Ltd. All rights reserved. No part of this book may be reproduced, stored in a retrieval system or transmitted in any form or by any means, mechanical photocopying, photographing, scanning, recording or otherwise without the prior written permission of the publisher. Please refer to Disclaimer at page no. 259 for the use of this publication. Printed in India Contents No. Particulars Page No. Introduction 1 Assembly Constituency - (Vidhan Sabha) at a Glance | Features of Assembly 1-2 as per Delimitation Commission of India (2008) Location and Political Maps Location Map | Boundaries of Assembly Constituency - (Vidhan Sabha) in 2 District | Boundaries of Assembly Constituency under Parliamentary 3-10 Constituency - (Lok Sabha) | Town & Village-wise Winner Parties-2019, 2017, 2014, 2012 and 2009 Administrative Setup 3 District | Sub-district | Towns | Villages | Inhabited Villages | Uninhabited 11-17 Villages | Village Panchayat | Intermediate Panchayat Demographics 4 Population | Households | Rural/Urban Population | Towns
    [Show full text]
  • Flood Control Room Daily Report
    FLOOD CONTROL ROOM FLOOD CONTROL DEPARTMENT GOVERNMENT OF NCT OF DELHI L.M. BUND OFFICE COMPLEX, SHASTRI NAGAR, DELHI-110031. TEL. NO. 22428773 & 22428774 Email : [email protected], [email protected] , [email protected] DAILY REPORT OF WEATHER AND FLOOD SITUATION. Date: 02.09.2020 (I) WEATHER REPORT (As provided by I.M.D) 1. WEATHER FORECAST FOR RIVER YAMUNA Upper Catchment : One or Two Places Heavy rain fall warning : Nil Out look : No Large Change Lower Catchment : One or Two Places Heavy rainfall warning : Nil Out look : No Large Change 2. WEATHER FORECAST FOR RIVER SAHIBI : One or Two Places Heavy rain fall warning : Nil Out look : No Large Change 3. LOCAL FORECAST : Generally cloudy sky with very light rain/thundershowers towards evening/night. The maximum and minimum temperatures would be around 35 and 25 Degree Celsius respectively. 4. RAINFALL DURING LAST 24 HOURS (in mm) Delhi (a) Palam : 0.0 (b) Safdarjung 0.0 (c) Dhansa : 0.0 (d) Delhi Rly. Bridge 0.0 (II) Total Rainfall in Delhi (SFD) during last 24 Hours (up to 8.30 a.m.) 0.0 mm (III) Total Rainfall in Delhi (SFD) from 1st June to till date 555.6 mm (iv) Average Normal Rainfall (SFD) in Delhi, 1st June to till date 540.5 mm (V) Average Total Normal Rainfall in Delhi. 618.7 mm (VI) RAINFALL IN YAMUNA CATCHMENT (in mm) Shimla : 0.0 Ambala : 0.0 Solan : 0.0 Paonta : 0.0 Chandigarh : 0.0 Hathni kund Barrage : 0.0 Jateon Barrage : 0.0 Dadupur : 0.0 Nahan : 0.0 Dehradun : 0.0 Haripur : 0.0 Patiala : 0.0 : Saharanpur : 0.0 Karnal : 0.0 Mathura : 0.0 (VII) RAINFALL IN SAHIBI CATCHMENT(in mm) Dadri Toye : 0.0 Rewari : 0.0 Massani Barrage : 0.0 Jaipur : 3.0 (VIII) INFERENCE: SYNOPTIC SITUATION (MORNING INFERENCE): The low-pressure area over Pakistan & adjoining west Rajasthan has become less marked.
    [Show full text]
  • College List (Affiliated to Dr
    College List (Affiliated to Dr. B.R. Ambedkar University) as on 30 June, 2015 Sl No CC Name Mobile No email 1 CC:1 AGRA COLLEGE, AGRA principalagracollege @gmail.com 2 CC:2 RAJA BALWANT SINGH COLLEGE, AGRA 9411923867 rbscagra_2007@red iffmail.com 3 CC:3 ST. JOHN'S COLLEGE, AGRA, 9412614838 stjohnscollegeagra @gmail.com 4 CC:4 B.D.KANYA MAHAVIDYALAYA, BALUGANJ, AGRA, 9837953810 [email protected] om 5 CC:5 SMT. B.D. JAIN GIRLS (P.G.) COLLEGE, AGRA 9897136957 bdjainagra@rediffm ail.com 6 CC:6 MAHATMA GANDHI BALIKA (P.G.) COLLEGE, 9412159506 mgbvpgcfzd@yahoo FIROZABAD .com 7 CC:7 S.R.K.COLLEGE, FIROZABAD 9410610206 srkpgcollegefirozaba [email protected] 8 CC:8 D.S. COLLEGE, ALIGARH 9319797527 dspgcollege@gmail. com 9 CC:9 SRI VARSHNEY COLLEGE, ALIGARH 9415359048 svcaligarh13@gmail. com 10 CC:10 SRI TIKARAM KANYA MAHAVIDYALAYA, ALIGARH 9219402438 trkmvpgcollege@gm ail.com 11 CC:11 P.C. BAGLA COLLEGE, HATHRAS 9897332476 pcbaglacollege@gm ail.com 12 CC:12 SHRI RAMESHWAR DAS AGARWAL KANYA P.G. srdagirlscollege_hat COLLEGE, HATHRAS [email protected] 13 CC:13 J.L.N. (P.G.) COLLEGE, ETAH 9412181356 jawaharlalnehru.coll [email protected] 14 CC:14 GANJDUNDWARA COLLEGE, ETAH 9412503950 ganjdundwara.colle [email protected] 15 CC:15 K.A. (P.G.) COLLEGE, KASGANJ k.a.collegekasganj@ gmail.com 16 CC:16 SMT. SHARDA JOHARI NAGAR PALIKA KANYA [email protected] MAHAVIDYALAYA, KASGANJ, ETAH om 17 CC:17 B.S.A. COLLEGE, MATHURA 9411640411 bsapgcollege@gmail .com 18 CC:18 K.R. (P.G.) COLLEGE, MATHURA, 9412883561 principalkrpg@gmail .com 19 CC:19 K.R.
    [Show full text]
  • Development of Iconic Tourism Sites in India
    Braj Development Plan for Braj Region of Uttar Pradesh - Inception Report (May 2019) INCEPTION REPORT May 2019 PREPARATION OF BRAJ DEVELOPMENT PLAN FOR BRAJ REGION UTTAR PRADESH Prepared for: Uttar Pradesh Braj Tirth Vikas Parishad, Uttar Pradesh Prepared By: Design Associates Inc. EcoUrbs Consultants PVT. LTD Design Associates Inc.| Ecourbs Consultants| Page | 1 Braj Development Plan for Braj Region of Uttar Pradesh - Inception Report (May 2019) DISCLAIMER This document has been prepared by Design Associates Inc. and Ecourbs Consultants for the internal consumption and use of Uttar Pradesh Braj Teerth Vikas Parishad and related government bodies and for discussion with internal and external audiences. This document has been prepared based on public domain sources, secondary & primary research, stakeholder interactions and internal database of the Consultants. It is, however, to be noted that this report has been prepared by Consultants in best faith, with assumptions and estimates considered to be appropriate and reasonable but cannot be guaranteed. There might be inadvertent omissions/errors/aberrations owing to situations and conditions out of the control of the Consultants. Further, the report has been prepared on a best-effort basis, based on inputs considered appropriate as of the mentioned date of the report. Consultants do not take any responsibility for the correctness of the data, analysis & recommendations made in the report. Neither this document nor any of its contents can be used for any purpose other than stated above, without the prior written consent from Uttar Pradesh Braj Teerth Vikas Parishadand the Consultants. Design Associates Inc.| Ecourbs Consultants| Page | 2 Braj Development Plan for Braj Region of Uttar Pradesh - Inception Report (May 2019) TABLE OF CONTENTS DISCLAIMER .........................................................................................................................................
    [Show full text]
  • Gokul Study Report
    Gokul Study Report July 23, 2016 1. Introduction and Background Gokul is a small town in Uttar Pradesh on the east side of the Yamuna River. A general location of Gokul in relation to Mathura and Agra is shown in Figure 1. below. Gokul is located 15 km south- east of Mathura in Uttar Pradesh between 27.45° North Latitude and 77.72° E / 27.45; 77.72ast Latitude. It has an average elevation of 163 m (534 feet). Gokul encompasses a small area of about 2 sq km. Figure 1: Satellite map of Gokul (courtesy of Google Maps) Page 1/11 According to Vedic Scripture, Lord Krishna was brought up under the care of Nanda and Yoshoda, the first family of the village. Since Kangsha, Krishna's uncle, used to kill every baby born to Devaki, Nanda exchanged his own new born daughter with Vasudeva in order to smuggle Krishna away without raising Kangsha's suspicion. During his stay at Gokul, Krishna spent his time in fun and frolic, though his life did come under threat a few times. He was very naughty as a child, and when Krishna was an infant, and the demoness Putana came to the village at the appeal of Kangsha. She laced her nipples with poison and tried to breastfeed Krishna. However, Krishna suckled on her until he completely drained her life away. The river Yamuna used to flow near the village as it still does, and a five-headed serpent known as Kaliya used to live in its waters. Kāliyā was a powerful cobra, who made the river waters poisonous and made the forests barren.
    [Show full text]
  • List of Class Wise Ulbs of Uttar Pradesh
    List of Class wise ULBs of Uttar Pradesh Classification Nos. Name of Town I Class 50 Moradabad, Meerut, Ghazia bad, Aligarh, Agra, Bareilly , Lucknow , Kanpur , Jhansi, Allahabad , (100,000 & above Population) Gorakhpur & Varanasi (all Nagar Nigam) Saharanpur, Muzaffarnagar, Sambhal, Chandausi, Rampur, Amroha, Hapur, Modinagar, Loni, Bulandshahr , Hathras, Mathura, Firozabad, Etah, Badaun, Pilibhit, Shahjahanpur, Lakhimpur, Sitapur, Hardoi , Unnao, Raebareli, Farrukkhabad, Etawah, Orai, Lalitpur, Banda, Fatehpur, Faizabad, Sultanpur, Bahraich, Gonda, Basti , Deoria, Maunath Bhanjan, Ballia, Jaunpur & Mirzapur (all Nagar Palika Parishad) II Class 56 Deoband, Gangoh, Shamli, Kairana, Khatauli, Kiratpur, Chandpur, Najibabad, Bijnor, Nagina, Sherkot, (50,000 - 99,999 Population) Hasanpur, Mawana, Baraut, Muradnagar, Pilkhuwa, Dadri, Sikandrabad, Jahangirabad, Khurja, Vrindavan, Sikohabad,Tundla, Kasganj, Mainpuri, Sahaswan, Ujhani, Beheri, Faridpur, Bisalpur, Tilhar, Gola Gokarannath, Laharpur, Shahabad, Gangaghat, Kannauj, Chhibramau, Auraiya, Konch, Jalaun, Mauranipur, Rath, Mahoba, Pratapgarh, Nawabganj, Tanda, Nanpara, Balrampur, Mubarakpur, Azamgarh, Ghazipur, Mughalsarai & Bhadohi (all Nagar Palika Parishad) Obra, Renukoot & Pipri (all Nagar Panchayat) III Class 167 Nakur, Kandhla, Afzalgarh, Seohara, Dhampur, Nehtaur, Noorpur, Thakurdwara, Bilari, Bahjoi, Tanda, Bilaspur, (20,000 - 49,999 Population) Suar, Milak, Bachhraon, Dhanaura, Sardhana, Bagpat, Garmukteshwer, Anupshahar, Gulathi, Siana, Dibai, Shikarpur, Atrauli, Khair, Sikandra
    [Show full text]
  • Water Balance Study of Semi-Arid Region – a Case Study M.A
    ISSN: 2277-9655 [Alam* et al., 5(12): December, 2016] Impact Factor: 4.116 IC™ Value: 3.00 CODEN: IJESS7 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY WATER BALANCE STUDY OF SEMI-ARID REGION – A CASE STUDY M.A. Alam*, Rajat Kango, Janmeet Singh * Associate Professor, Civil Engineering Department, PEC University of Technology, Chandigarh - 160012, India ME Student, Civil Engineering Department, PEC University of Technology, Chandigarh -160012, India Ph.D Student, Civil Engineering Department, PEC University of Technology, Chandigarh -160012, India DOI: 10.5281/zenodo.225402 ABSTRACT Rational estimation of groundwater potential of any region is one of the major influential factors towards increasing the cultivable land area in that region. Groundwater is pumped out regularly to supplement the available surface water resources in fulfilling the water demands of the region. Increase in population and more demand of water for irrigation purposes and domestic uses will cause the digging up of greater number of tube wells to meet the increasing water demand, thus, the water table will fall at a faster rate resulting in increased cost of pumping. The concept of Water Balance helps in studying the behaviour and hydrological characteristics of a catchment area. Thus, Precipitation and Evapotranspiration are major sources of input and output of water respectively. The development, planning and operation of water resources project are dependent upon the availability of water in the required quantity. The present study is based upon the available data on Agra district of Uttar Pradesh to manage the sustainable development of the available water resources to meet the demand. Thus, in order to estimate the safe draft of groundwater, location of new wells and to suggest other economical sources of water this study was carried out.
    [Show full text]