DOCSLIB.ORG

Project Topic:- “Mode Choice Between Roadway and Waterway”

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Project Topic:- “Mode Choice Between Roadway and Waterway” Project Topic:- “Mode choice between Roadway and Waterway” Content… • Introduction • Objective • Literature review • Methodology • Study area map • Various survey • Analysis of survey • Over view of sabarmati riverfront, Ahmedabad • Research paper for waterway • Conclusion • References Introduction •. Roadway and waterway are plays an important role in our country’s society and economy as well as in our multi-modal transportation system. Its low expenses and high accessibility, as compared with other alternatives, amplifies a great demand for carrying goods and passengers within the country. • The main objective of this study is to introduce non- conventional mode of transportation at urban level and reduce environmental impacts , traffic congestion, traffic delay and large traffic emissions at urban level by introducing alternative mode of transportation. • Selection of route for water transportation is from Subhas bridge circle to paldi circle and carrying out the analysis for the route. Continue…. • Comparing the distance, time and feasibility for the water transportation to the various other modes of transportation and mass transportation in the Ahmedabad city. • Carrying out the study for the social, economical and environmental impacts related with the various modes of transportation and comparing them. In this study main three types of survey we are doing and its shown below: 1) Traffic volume count 2) Origin and destination (O-D) survey 3) Speed survey Characteristics of Urban Transportation Modes: • Efficiency • Air Pollution • Noise Pollution • Climate Change • Aesthetic Values • Vulnerability of Transport Modes and Systems • Sustainability of the Modes and the System • Accidents Objectives 1. To introduce non-conventional mode of transportation at urban level. 2. To reduce environmental impacts , traffic congestion, traffic delay and large traffic emissions at urban level by introducing alternative mode of transportation. 3. To analyze the implications and limitations of the mass transportation system in the city with emphasis on Roadway and Waterway Transport 4. To establish the viability of Road and Water Transport over other mass transportation in the urban city. Literature review 1) Model split between Rail and Road modes of Transportation in India (Prosenjit dev chaudhary) January-march 2005 Conclusion:- In this study rail and road are the principal modes of transport in the country and the competition between the two is of clear relevance to policy-makers, it should be remembered that waterways and pipelines have a significant share in freight movement. Hence, studies on modal choice should also take into account these other modes and examine their relation to the rail and road modes. 2) Study on the choice of transportation mode for regional logistics (Xu ZHAO,Zan YANG, Zhongzhen YANG, Yu FENG) Proceedings of the Eastern Asia Society for Transportation Studies, Vol. 5, pp. 16 - 31, 2005 Conclusion:- The unit which occurs on activity is taken as the study unit of discrete choice model. According to our investigation and calculation and the difference of factors influencing the preference of shippers and carriers, we sum up three main factors, cost, time and reliability. So we bring these main factors into model. Some cargoes with high value in volume or weight unit and the volume of them is not much, so only airway transportation is suitable for these cargoes for fast arrival and less accident. We will continue our study on how to bring these factors into model. 3) Transport mode choice by land transport users (Sutanto Soehodho, Fitria Rahadiani, Komarudin) Civil Engineering (ICEECE'2012) Singapore April 28-29, 2012 Conclusion:- Although the research findings do not fully supported the whole ecological model proposed that covers individual, social, and environmental factors, the research model that needs to be expanded to be more specific explaining how the factors and levels really interact each other. Then, it can be used to identify appropriate levels of detail and the mechanism for the model. Positive-negative relationship of the factors needs to be undertaken to explain the details more fully. 4) Public transport mode selection: a review of international practice (Stephen Luke, Mott MacDonald) (2nd International Conference on Civil Engineering (ICEECE'2012) Singapore April 28-29, 2012) Conclusion:- Public transport mode choice is primarily driven by socio- economic criteria in all of international regions examined. This in turn is dependant on the potential passenger market for public transport and the trip patterns of prospective users. Particularly in Australasia and North America, land use development over the past 30-40 years has resulted in very low density, single use development with dispersed trip patterns not well served by traditional line-haul public transport. Consequently the concept of bus rapid transit has developed to serve this land use development. 5) U.S. freight investment efficiency of waterways and highways (Erin Kersh, James P. Dobbins , Ron Coles) June 13, 2012 Conclusion:- This study focused on two objectives: 1) determining relevant federal investments on highway and waterway freight modes and 2) calculating investment efficiency for each of these modes. This was accomplished using data collected from multiple transportation agencies and federal sources based on the availability of the most recent information. This offers the potential for determining appropriate policy decisions and the importance of making proper future investments. Methodology Introduction of Roadway and waterway Literature review transportation Objective Study of existing routes Traffic volume count Data collection O-D survey Speed survey Viability study of road and water transportation Selection of route Analysis of routes Continue Comparison with existing condition of conventional transport with proposed route Study of social, economical and environmental impacts Conclusion Future scope of study Study area map Profile of Ahmedabad City It is one of the fifth largest cities and seventh largest metropolitan areas of India. Ahmedabad has metropolitan population of 6.4 million. Ahmedabad is located on the banks of the River Sabarmati, which is 32 km away from the capital state of Gandhinagar. As per Census of India 2011, the area under Ahmedabad Municipal Corporation contains population of 3,520,085. The population of the area of Ahmedabad Urban Development Authority (AUDA) was 4,525,013. The total length of navigable waterways in India is about 14,500 km, of which 5,700 km is navigable by mechanically propelled vessels. Presently 2012 there are 1.45 million vehicles in Ahmedabad city, growing at 7% per year. Registered Motor Vehicles in India • With a registered motor vehicle population of 174 lakh, the State of Maharashtra accounted for the largest share (12.3%) of the total registered motor vehicles in the country. Tamil Nadu recorded the second highest share (11.0%) of registered motor vehicles, followed by Uttar Pradesh (9.4%), Gujarat (9.2%) and Andhra Pradesh (7.2%). • These five States together accounted for about 49% of the total vehicles registered up to 31st March, 2011. Registered vehicles in the country grew at a Compound Annual Growth Rate (CAGR) of 9.9% between 2001 and 2011. Figure showing composition of vehicles in Ahmedabad Total number of vehicle registered and decadal vehicular growth pattern in India, Gujarat and Ahmedabad Road widths of Major Roads Various surveys • O-D survey • Traffic volume count survey • Speed survey O-D survey (road side interview method) • Road-side interview survey is one of the methods of carrying out a screen-line or cordon survey. The road side interview survey can be done either by directly interviewing drivers of the vehicles at selected survey points or by issuing prepaid post cards containing the questionnaire to all or a sample of the drivers. Analysis of O-D survey O-D survey (road side interview method) Up trip from subhash bridge circle to paldi circle Survey area (circle) Interview No. of Use waterway No use % number of person waterway person use waterway Subhas bridge circle 50 34 16 68 Vadaj circle 50 32 18 64 Income tax circle 50 28 22 56 Naheru bridge circle 50 35 15 70 Ellis bridge circle 50 31 19 62 Down trip from paldi circle to subhas bridge circle Survey area (circle) Interview No. of Use waterway No use % number of person person waterway use waterway Paldi circle 50 28 22 56 Ellis bridge circle 50 36 14 72 Naheru bridge circle 50 33 17 66 Income tax circle 50 40 10 80 Vadaj circle 50 39 11 78 Traffic volume count survey • Traffic volume is a variable. It is of great significance to the traffic engineer. Traffic volume study is essentially a counting process involving quantity of movement per unite time at a specified location. The counting process generally includes composite group of different type vehicles (both slow and fast). The selected time periods in hours, days, weeks, months, or year depend upon purpose of the study and the required degree of accuracy. Hours of count Normal period of study 12 hrs. 7 a.m. to 7 p.m. 18 hrs. 7 a.m. to 1 a.m. 8 hrs. (peak hour) 7-11 a.m. - 2-6 p.m. 4 hrs. (peak hour) 7-9 a.m. - 4-6 p.m. Road Network • The greater Ahmedabad area roadway system is approximately 3478 Kms. Other than the National Highway Authority, which maintains National Highways and the State Roads and Buildings Department, the two urban local bodies; AMC and AUDA, are responsible for developing, operating and maintaining road infrastructure Analysis of volume count survey Name of vehicle Average Number PCU for vehicle Total PCU Average speed of vehicle (hour) 2 wheeler 3183 0.5 1591.5 10.62 3 wheeler 1071 1 1071 28.89 4 wheeler 1128 1 1128 12.27 AMTS bus 57 3 171 24.76 Truck 44 3 132 33.29 Non motorized 08 8 64 44.45 vehicle Spot Speed survey • Speed of vehicle fluctuates from time along the road and its value as show on the speedometer at a particular spot is called the “spot speed”.
Load more

Recommended publications
  • Dempsey Proof December.Pdf
    This is a repository copy of A Review of “The Routledge handbook of planning for health and well-being: shaping a sustainable and healthy future”, Edited by Hugh Barton, Susan Thompson, Sarah Burgess and Marcus Grant. White Rose Research Online URL for this paper: http://eprints.whiterose.ac.uk/159563/ Version: Accepted Version Article: Dempsey, N. orcid.org/0000-0001-6642-8673 (2017) A Review of “The Routledge handbook of planning for health and well-being: shaping a sustainable and healthy future”, Edited by Hugh Barton, Susan Thompson, Sarah Burgess and Marcus Grant. International Journal of Housing Policy, 17 (1). pp. 157-159. ISSN 1949-1247 https://doi.org/10.1080/19491247.2016.1267433 This is an Accepted Manuscript of an article published by Taylor & Francis in International Journal of Housing Policy on 18 Jan 2017, available online: http://www.tandfonline.com/10.1080/19491247.2016.1267433. Reuse Items deposited in White Rose Research Online are protected by copyright, with all rights reserved unless indicated otherwise. They may be downloaded and/or printed for private study, or other acts as permitted by national copyright laws. The publisher or other rights holders may allow further reproduction and re-use of the full text version. This is indicated by the licence information on the White Rose Research Online record for the item. Takedown If you consider content in White Rose Research Online to be in breach of UK law, please notify us by emailing [email protected] including the URL of the record and the reason for the withdrawal request. [email protected] https://eprints.whiterose.ac.uk/ 278 13 EXPLORING SOCIAL EQUITY IN THE PARK Design and Management of New City- Centre Spaces in Sheffield, UK and Ahmedabad, India Nicola Dempsey Introduction This chapter explores design approaches to new and high- profile parks in two cities.
    [Show full text]
  • 87 Bus Time Schedule & Line Route
    87 bus time schedule & line map 87 Kalupur Terminus - Chandkheda View In Website Mode The 87 bus line (Kalupur Terminus - Chandkheda) has 2 routes. For regular weekdays, their operation hours are: (1) Chandkheda: 6:40 AM - 9:30 PM (2) Kalupur Terminus: 7:50 AM - 10:40 PM Use the Moovit App to ƒnd the closest 87 bus station near you and ƒnd out when is the next 87 bus arriving. Direction: Chandkheda 87 bus Time Schedule 26 stops Chandkheda Route Timetable: VIEW LINE SCHEDULE Sunday 6:40 AM - 9:30 PM Monday 6:40 AM - 9:30 PM Maninagar Maninagar Railway Station, Ahmadābād Tuesday 6:40 AM - 9:30 PM Jawahar Chowk Wednesday 6:40 AM - 9:30 PM Bhairavnath Thursday 6:40 AM - 9:30 PM Friday 6:40 AM - 9:30 PM Sah Alam Darwaja Saturday 6:40 AM - 9:30 PM S. T. Stand Kamnath Mahadev / Raipur Darwaja Sarangpur 87 bus Info Direction: Chandkheda Kalupur Stops: 26 Trip Duration: 47 min Naroda Road, Ahmadābād Line Summary: Maninagar, Jawahar Chowk, Prem Darwaja Bhairavnath, Sah Alam Darwaja, S. T. Stand, Kamnath Mahadev / Raipur Darwaja, Sarangpur, Kalupur, Prem Darwaja, Dariyapur Darwaja, Delhi Dariyapur Darwaja Darwaja, Income Tax O∆ce, Usmanpura, Vadaj Bus Terminuss, Subhash Bridge, Keshav Nagar, Delhi Darwaja Dharmanagar, Ram Nagar, Chintamani Society, Abu Koba Cross Road, Gujarat Stadium, Motera Gam, Income Tax O∆ce Government Engineering College, Santokba Hospital, Shivshakti Nagar, Chandkheda Usmanpura Vadaj Bus Terminuss Subhash Bridge Keshav Nagar Dharmanagar Ram Nagar Chintamani Society Abu Koba Cross Road Ram Bag Road, Ahmadābād Gujarat Stadium
    [Show full text]
  • State Zone Commissionerate Name Division Name Range Name
    Commissionerate State Zone Division Name Range Name Range Jurisdiction Name Gujarat Ahmedabad Ahmedabad South Rakhial Range I On the northern side the jurisdiction extends upto and inclusive of Ajaji-ni-Canal, Khodani Muvadi, Ringlu-ni-Muvadi and Badodara Village of Daskroi Taluka. It extends Undrel, Bhavda, Bakrol-Bujrang, Susserny, Ketrod, Vastral, Vadod of Daskroi Taluka and including the area to the south of Ahmedabad-Zalod Highway. On southern side it extends upto Gomtipur Jhulta Minars, Rasta Amraiwadi road from its intersection with Narol-Naroda Highway towards east. On the western side it extend upto Gomtipur road, Sukhramnagar road except Gomtipur area including textile mills viz. Ahmedabad New Cotton Mills, Mihir Textiles, Ashima Denims & Bharat Suryodaya(closed). Gujarat Ahmedabad Ahmedabad South Rakhial Range II On the northern side of this range extends upto the road from Udyognagar Post Office to Viratnagar (excluding Viratnagar) Narol-Naroda Highway (Soni ni Chawl) upto Mehta Petrol Pump at Rakhial Odhav Road. From Malaksaban Stadium and railway crossing Lal Bahadur Shashtri Marg upto Mehta Petrol Pump on Rakhial-Odhav. On the eastern side it extends from Mehta Petrol Pump to opposite of Sukhramnagar at Khandubhai Desai Marg. On Southern side it excludes upto Narol-Naroda Highway from its crossing by Odhav Road to Rajdeep Society. On the southern side it extends upto kulcha road from Rajdeep Society to Nagarvel Hanuman upto Gomtipur Road(excluding Gomtipur Village) from opposite side of Khandubhai Marg. Jurisdiction of this range including seven Mills viz. Anil Synthetics, New Rajpur Mills, Monogram Mills, Vivekananda Mill, Soma Textile Mills, Ajit Mills and Marsdan Spinning Mills.
    [Show full text]
  • Sabarmati Riverfront Development Project
    SABARMATI RIVERFRONT DEVELOPMENT PROJECT A Multidimensional Environmental Improvement and Urban Rejuvenation Project … one of the most innovative projects towards urban regeneration in the world to make the city livable & sustainable (KPMG ) SABARMATI RIVER and AHMEDABAD The River Sabarmati flows from north to south splitting Ahmedabad into almost two equal parts. For many years, it has served as a water source and provided almost no formal recreational space for the city. As the city has grown, the Sabarmati river had been abused and neglected and with the increased pollution was posing a major health and environmental hazard to the city. The slums on the riverbank were disastrously flood prone and lack basic infrastructure services. The River became back of the City and inaccessible to the public Ahmedabad and the Sabarmati :1672 Sabarmati and the Growth of Ahmedabad Sabarmati has always been important to Ahmedabad As a source for drinking water As a place for recreation As a place to gather Place for the poor to build their hutments Place for washing and drying clothes Place for holding the traditional Market And yet, Sabarmati was abused and neglected Sabarmati became a place Abuse of the River to dump garbage • Due to increase in urban pressures, carrying capacity of existing sewage system falling short and its diversion into storm water system releasing sewage into the River. Storm water drains spewed untreated sewage into the river • Illegal sewage connections in the storm water drains • Open defecation from the near by human settlements spread over the entire length. • Discharge of industrial effluent through Nallas brought sewage into some SWDs.
    [Show full text]
  • (To Be Published in the Gazette of India, Part-II, and Section 3, Sub
    Form 1 Application for Environmental Clearance Under EIA Notification, 2006 (amended) for settting up Mandal Becharaji Special Investment Region In two clusters at Mandal, Detroj Taluka of Ahmedabad District and Becharaji, Bechraji Taluka of Mehsana District Gujarat M/s Mandal Becharaji Special Investment Region Development Authority Block No. 1-2, 3rd Floor, Udyog Bhavan, Gandhinagar - 382017, Gujarat May 2018 Form 1 Proposed Mandal Becharaji Special Investment Region in Ahmedabad and Mehsana District, Gujarat ============================================================================================================ FORM 1 (I) Basic Information: Item Details S.No. 1 Name of the project/s: Mandal Becharaji Special Investment Region 2 S. No. in the schedule large industrial park/areas (schedule 7 (c )) Common Effluent Treatment Plant (schedule 7(h)) Common Municipal Solid Waste Management Facility (schedule 7(i)) Area Development projects (schedule 8(b) 3. Proposed Total area: 10200 ha (102 sq.km) capacity/area/length/tonnage Two clusters: to be handled/command Cluster A - approx. 5060 ha (revenue lands of 3 villages, area/lease area/number of wells falling in Ahmedabad and Mehsana districts) to be drilled. Cluster B - approx. 5150 ha (revenue lands of 5 villages, falling in Ahmedabad district) Annex I - list of villages under SIR Notification 4. New/Expansion/Modernization New 5. Existing Capacity Area etc. Not applicable 6. Category of Project i.e.' A' or 'B' Category – A 7. Does it attract the general No condition? If yes, Please
    [Show full text]
  • SRFDCL Presentation
    Sabarmati Riverfront Reconnecting Ahmedabad to its River Sabarmati Riverfront A Catalyst for Ahmedabad’s Economic Growth Sabarmati Riverfront Reconnecting Ahmedabad to its River Urbanization is the defining phenomenon of the 21st century Globally, an unprecedented Pace & Scale of Urbanization Sabarmati Riverfront Reconnecting Ahmedabad to its River For the first time in history, more than half of the world’s population lives in cities 90% of urban growth is taking place in the developing world UN World Population Prospects: The 2006 Revision and World Urbanization Prospects Cities are Engines of Economic Growth •Economic growth is associated with Sabarmati Riverfront Reconnecting Ahmedabad to its River agglomeration • No advanced country has achieved high levels of development w/o urbanizing •Density is crucial for efficiency in service delivery and key to attracting investments due to market size •Urbanization contributes to poverty reduction UN World Population Prospects: The 2006 Revision and World Urbanization Prospects Transformational Urbanism Sabarmati Riverfront Reconnecting Ahmedabad to its River 1. The logic of economic geography 2. Well-planned urban development – a pillar of economic growth Sabarmati Riverfront Reconnecting Ahmedabad to its River Living close to work can encourage people to walk and cycle or use public transport. Makes the private vehicle less popular. Makes the city healthy Advantage Gujarat Sabarmati Riverfront Reconnecting Ahmedabad to its River 6% of India’s Geographical 5% of India’s population: Area:
    [Show full text]
  • MERCHANT STORE ADDRESS CITY STATE NAME BHARTI AIRTEL SER Airtel Lobby, Zodiac House Ground Floor, Off Sg Highway AHMEDABAD Gujar
    MERCHANT STORE ADDRESS CITY STATE_NAME BHARTI AIRTEL SER Airtel Lobby, Zodiac House Ground Floor, Off Sg Highway AHMEDABAD Gujarat Samsung Mobile 59, Jay Ambe Complex , Bavla AHMEDABAD Gujarat Samsung Mobile 12- Arth Complex Apna Cinema Station Road Sanand AHMEDABAD Gujarat JIYA SALES Madhuvan Shopping Center,Opp. Shivbhula Hall, Dholka Road, Bavla AHMEDABAD Gujarat BHARTI AIRTEL SER GF,6 Aaron Elegance Opp. Radhe Bungalow-1 New CG road, Chandkheda AHMEDABAD Gujarat Vijay Sales R 3, The Mall,2 Ed Floor, AHMEDABAD Gujarat HOTSPOT SALES N SOL PVT LTD Shop No.8,Devarc Mall, Iscon Cross Road, S G Highway Near Croma AHMEDABAD Gujarat HOTSPOT SALES N SOL PVT LTD Shop No 8, Balaji Centre, Drive in Road, Memnagar AHMEDABAD Gujarat Reliance Retail Arved Transcube Plaza,Unit No.46 Ground Floor Unit No.30 Fi Subhash Bridge Bus Terminal AHMEDABAD Gujarat Samsung Mobile 303, Sunrise Avenue, Opp Vedant Hospital, Stadium Commerce Road, Navrangpura AHMEDABAD Gujarat Infiniti Retail Ratna Business Sqr, Final Plot No 485 Tp Scheme No 3, Opp Hk College AHMEDABAD Gujarat Infiniti Retail Himalaya Mall, Near Indraprasth Tower, AHMEDABAD Gujarat Reliance Retail Shyam Shikhar Complex, India Colony Cross Road, Bapunagar AHMEDABAD Gujarat Reliance Retail Shop No. 1,2,3, 100Ft Road, Prahlad Nagar,Anand Nagar, AHMEDABAD Gujarat Reliance Retail Sangath Mall, Opp Eng College, Chandkheda Gandhinagar Highway, Sabarmati AHMEDABAD Gujarat Reliance Retail Opp Navarangpura Police Station , Opp Naptune House, High Street, Shrimali Society AHMEDABAD Gujarat Reliance Retail Drive In Store , Near Drive In Cinema,Fp No.-05Sub Plot No-5/1,Tp No.-1/A, AHMEDABAD Gujarat Samsung Mobile C-008/9/9A, Supath-2 Complex,Nr.
    [Show full text]
  • Why India /Why Gujarat/ Why Ahmedabad/ Why Joint Care Arthroscopy Center ? Why India ? Medical Tourism in India Has Witnessed Strong Growth in Past Few Years
    Why India /Why Gujarat/ Why Ahmedabad/ Why Joint Care Arthroscopy Center ? Why India ? Medical Tourism in India has witnessed strong growth in past few years. India is emerging as a preferred destination for international patients due to availability of best in class treatment at fraction of a cost compared to treatment cost in US or Europe. Hospitals here have focused its efforts towards being a world-class that exceeds the expectations of its international patients on all counts, be it quality of healthcare or other support services such as travel and stay. Why Gujarat ? With world class health facilities, zero waiting time and most importantly one tenth of medical costs spent in the US or UK, Gujarat is becoming the preferred medical tourist destination and also matching the services available in Delhi, Maharashtra and Andhra Pradesh. Gujarat spearheads the Indian march for the “Global Economic Super Power” status with access to all Major Countries like USA, UK, African countries, Australia, China, Japan, Korea and Gulf Countries etc. Gujarat is in the forefront of Health care in the country. Prosperity with Safety and security are distinct features of This state in India. According to a rough estimate, about 1,200 to 1,500 NRI's, NRG's and a small percentage of foreigners come every year for different medical treatments For The state has various advantages and the large NRG population living in the UK and USA is one of the major ones. Out of the 20 million-plus Indians spread across the globe, Gujarati's boasts 6 million, which is around 30 per cent of the total NRI population.
    [Show full text]
  • S No Atm Id Atm Location Atm Address Pincode Bank
    S NO ATM ID ATM LOCATION ATM ADDRESS PINCODE BANK ZONE STATE Bank Of India, Church Lane, Phoenix Bay, Near Carmel School, ANDAMAN & ACE9022 PORT BLAIR 744 101 CHENNAI 1 Ward No.6, Port Blair - 744101 NICOBAR ISLANDS DOLYGUNJ,PORTBL ATR ROAD, PHARGOAN, DOLYGUNJ POST,OPP TO ANDAMAN & CCE8137 744103 CHENNAI 2 AIR AIRPORT, SOUTH ANDAMAN NICOBAR ISLANDS Shop No :2, Near Sai Xerox, Beside Medinova, Rajiv Road, AAX8001 ANANTHAPURA 515 001 ANDHRA PRADESH ANDHRA PRADESH 3 Anathapur, Andhra Pradesh - 5155 Shop No 2, Ammanna Setty Building, Kothavur Junction, ACV8001 CHODAVARAM 531 036 ANDHRA PRADESH ANDHRA PRADESH 4 Chodavaram, Andhra Pradesh - 53136 kiranashop 5 road junction ,opp. Sudarshana mandiram, ACV8002 NARSIPATNAM 531 116 ANDHRA PRADESH ANDHRA PRADESH 5 Narsipatnam 531116 visakhapatnam (dist)-531116 DO.NO 11-183,GOPALA PATNAM, MAIN ROAD NEAR ACV8003 GOPALA PATNAM 530 047 ANDHRA PRADESH ANDHRA PRADESH 6 NOOKALAMMA TEMPLE, VISAKHAPATNAM-530047 4-493, Near Bharat Petroliam Pump, Koti Reddy Street, Near Old ACY8001 CUDDAPPA 516 001 ANDHRA PRADESH ANDHRA PRADESH 7 Bus stand Cudappa, Andhra Pradesh- 5161 Bank of India, Guntur Branch, Door No.5-25-521, Main Rd, AGN9001 KOTHAPET GUNTUR 522 001 ANDHRA PRADESH ANDHRA PRADESH Kothapeta, P.B.No.66, Guntur (P), Dist.Guntur, AP - 522001. 8 Bank of India Branch,DOOR NO. 9-8-64,Sri Ram Nivas, AGW8001 GAJUWAKA BRANCH 530 026 ANDHRA PRADESH ANDHRA PRADESH 9 Gajuwaka, Anakapalle Main Road-530026 GAJUWAKA BRANCH Bank of India Branch,DOOR NO. 9-8-64,Sri Ram Nivas, AGW9002 530 026 ANDHRA PRADESH ANDHRA PRADESH
    [Show full text]
  • Ph.D. Synopsis Submitted to for the Award of Degree of Doctor Of
    TO DEVELOP FLOOD FORECASTING APPROACH OF AHMEDABAD CITY, GUJARAT, INDIA Ph.D. Synopsis Submitted to GUJARAT TECHNOLOGICAL UNIVERSITY Ahmadabad, Gujarat July-2019 For the Award of Degree of Doctor of Philosophy In Civil Engineering By UJAS DEVEN PANDYA Enrollment No: 149997106023 Under the Supervision of Dr. Dhruvesh P. Patel Assistant Professor, Civil Engineering Department School of Technology, PDPU Gandhinagar, Gujarat, India 1 Contents 1. Abstract……………………………………………………………….. 3 2. Brief description on the state of the art of the research topic………… 4 3. Definition of the problem …………………………………………….. 5 4. Objectives …………………..………………………………………… 6 5. Future Scope ………………….……………………………………… 7 6. Original contribution by the thesis…………………………….……… 7 7. Methodology of Research and Results………………………………... 7 8. Achievements with respect to objectives……………………………... 16 9. Conclusion…………………………………………………………….. 16 10. List of Paper publications………………………………………..….. 17 11. References…………………………………………………………… 18 2 1. Abstract: Flood is disastrous for developing countries, its assessment are important for flood risk management. Ahmedabad is largest city and former capital of Gujarat and included under the 100 Smart city project of India is situated 151.6 km downstream for Dharoi dam. The city has experienced floods in the year 1973, 1983, 1988, 1991, 1993, 1998, 2003, 2004, 2005 and 2006. Going by statistics the city has experienced flood in almost consecutive three to four years. In addition, AMC has developed the Sabarmati River Front along the banks across the city which narrows the river section. Whether any study about risk of flood vulnerability has been done prior to the implementation of the project is not clear. How the river will react during flood situation is a matter of speculation for general public.
    [Show full text]
  • Life Membership 2011-18 Dec Telephone
    LIFE MEMBERSHIP 2011-18 DEC TELEPHONE . Sl.No Name Designation ADDRESS NO SABZAZRE_NASEEBA-17,Muslim 1 A A MUNSHI HD Pharmasist soc. Navrangpura, AHMEDABAD 9979148439 380009. Gineshwar part - I Nr Kanti part 2 A B PANT EE(D) society,Ghatlodia Ahmedabad- 27604204 380061 B-32, Orchid park nr Shailby Hospital 3 A C Bajaj Mgr(Logistic) 9904981023 opp. Karnavati c;lub Satelite , A-22,Park Avenue New cg 4 A C Barua Dy.SE(P) 9427336696 roadChandkheda Ahmedabad-380005 22,Somvil Bunglows,Bhaikaka Nagar 5 A C Saini SE(P) Thaltej Ahmedabad-55 B-302.Chinubhai Tower Satelite 6 A D PATEL SE(P) 9428563893 Memnagar AHMEDABAD-52. 27,Konark Society Sabarmati 7 A D VAID DySE(E) 9898218428 Ahmedabad -380019 A-9 AL-Ashurfi Society,B/H Haider 8 A G SHAIKH AEE(P) Nagar, JUHAPAURA, Sarkhej Road 9428330591 AHMEDABAD 380055 B-27, Shardakrupa Society, B/H 9 A H Naik Dy. SE(P) Janatanagar Chandkheda, 27516085 GANDHINAGAR-382424. 66/7 Madini Chamber ,Mahakali 10 A I Shaikh AE(M) Temple Dudeshwar Shahibaug 9824591030 Ahmedabad 8 Sindhu Mahal soc. Ashram road Old 11 A J Sharma DM(HR) 9428008152 Vadaj Ahmedabad 380013. D-303 Aditya residency Motera 12 A K Dhawan GM(Res) 9428332121 Ahmedabad 380005. H-6,Karnavati Soc.GHB Chandkheda 13 A K GAHLAUT GM(P) 23296926 Ahmedabad-382424 Flat no 1001 Sangath Diomond 14 A K Gupta Exe.Director Tower nr PVR cinema Motera 9712922825 Ahmedabad 380005. 2nd floor Rituraj Apartment op Rupal 15 A K Gupta DGM(MM) flats nr Xavier Loyla school 9426612638 Ahmedabad B-77,RJESHWARI 09428330135- 16 A K MEHTA EE(M) SOCIETY,PO,TRAGAD,IOC ROAD 27508082 CHANDKHEDA AHMEDABAD-382470.
    [Show full text]
  • A Study of Physico Chemical and Biological Characteristics of Sabarmati River Water in Ahmedabad City, Gujarat, India
    Jr. of Industrial Pollution Control 34(1)(2018) pp 1877-1881 www.icontrolpollution.com Research Article A STUDY OF PHYSICO CHEMICAL AND BIOLOGICAL CHARACTERISTICS OF SABARMATI RIVER WATER IN AHMEDABAD CITY, GUJARAT, INDIA IKRAM QURESHI1*, DEVANG GANDHI1, SAMARTH ZARAD2 AND HARSHAL GANDHI2 1Department of Biosciences, Shri Jagdishprasad Jhabarmal Tibrewala University, Vidyanagari, Jhunjhunu, Rajasthan, India. 2Pollucon Laboratories Pvt. Ltd, Surat, Gujarat, India (Received 09 September, 2017; accepted 23 April, 2018) Key words: BOD, COD, DO, Sabarmati river, pH. ABSTRACT Sabarmati River water sample was analyzed for the Chemical and Biological parameters such as pH, BOD, DO, COD, Phosphate, Conductivity and Total Coliform Organisms. River water samples were seasonally collected from the location of Dr. Ambedkar bridge, Sardar bridge, Swami Vivekanand bridge, Gandhi bridge and Subhash bridge. Evolution of Chemical and Microbiological Test results concluds that Sabarmati river water does not classified in Class-A,B or C Category, hence water treatment and disinfection process of river water was required before its use for drinking purpose. INTRODUCTION analyzed as per IS 10500(2012) specifications. Water quality was evaluated as per specifications given in Sabarmati River Basin has a length about 300 km Indian Standard guideline IS 10500 (2012) and APHA and its covered the Rajasthan and Gujarat state. (Table 2). Sabarmati Basin covers total catchment area of 21674 km2 out of it 18550 km2 area covers in Gujarat state. Sampling Time: Water sampling was carried out Current Research paper focused on Sabarmati river in the second week of March 2016, July 2016 and water quality in Ahmedabad city. Total 15 river December 2016.
    [Show full text]