Abstract This paper emphasizes on the common problems endured by Delhi and Pune BRTS corridor. Urban Traffic commutation has an eloquent place in urban life. BRTS is a very old form of public transport, but it is still a new concept for developing countries like India, because of its psychological aspects. Bus Rapid Transit involves synchronized improvements in a transport system’s infrastructure, equipment, working, performance and technology that give preference to buses on urban roadways. This paper gives an overall outlook of Delhi and Pune BRT systems and observed some common problems in operating both the system, and some recommendations are mentioned so that could help improving Pune BRTS immensely and influentially and have a better result avoiding bottlenecksthose faced byDelhiBRTS.The main present study intent to highlight the problems and to overcome those problems. Keywords: Delhi and Pune BRTS Bottlenecks, Public Transport, Feeder, Social Image
Design, development and implementation of novel ideaeSAT Journals
Abstract Low cost low power RF modem is very efficient in providing excellent communication at various ranges and also for low power
applications. A novel idea of motor control using PWM technique has been developed and controlled using wireless RF
transreceiver. The combination of transmitter and receiver is termed as RF transreceiver is used to exchange information in half –
duplex mode. The control of potentiometer from 0 – 5 volts controls the speed of dc motor.PIC microcontroller is used for
programming and it is downloaded to PIC microcontroller circuit used for wide range of applications the Max 232 is a driver used
to convert TTL/CMOS logic to RS 232 levels when microcontroller is serially communicated with PC. Wireless technology using
RF modem controls the motor in 30 meters range is very useful in remote and rural areas where we cannot visit directly and
frequently and monitor certain parameters.
Keywords: RF Modem, DC Motor, PIC Microcontroller, PWM
O Centro de Excelência em BRT Across Latitudes and Cultures (ALC-BRT CoE) promoveu o Bus Rapid Transit (BRT) Workshop: Experiences and Challenges (Workshop BRT: Experiências e Desafios) dia 12/07/2013, no Rio de Janeiro. O curso foi organizado pela EMBARQ Brasil, com patrocínio da Fetranspor e da VREF (Volvo Research and Education Foundations).
Design, development and implementation of novel ideaeSAT Journals
Abstract Low cost low power RF modem is very efficient in providing excellent communication at various ranges and also for low power
applications. A novel idea of motor control using PWM technique has been developed and controlled using wireless RF
transreceiver. The combination of transmitter and receiver is termed as RF transreceiver is used to exchange information in half –
duplex mode. The control of potentiometer from 0 – 5 volts controls the speed of dc motor.PIC microcontroller is used for
programming and it is downloaded to PIC microcontroller circuit used for wide range of applications the Max 232 is a driver used
to convert TTL/CMOS logic to RS 232 levels when microcontroller is serially communicated with PC. Wireless technology using
RF modem controls the motor in 30 meters range is very useful in remote and rural areas where we cannot visit directly and
frequently and monitor certain parameters.
Keywords: RF Modem, DC Motor, PIC Microcontroller, PWM
O Centro de Excelência em BRT Across Latitudes and Cultures (ALC-BRT CoE) promoveu o Bus Rapid Transit (BRT) Workshop: Experiences and Challenges (Workshop BRT: Experiências e Desafios) dia 12/07/2013, no Rio de Janeiro. O curso foi organizado pela EMBARQ Brasil, com patrocínio da Fetranspor e da VREF (Volvo Research and Education Foundations).
This presentation will give you an overview of Ahmedabad BRTS "JANMARG" Project. The slides were presented by me at Civil Engineering Department, L.D. College of Engineering
The Delhi Bus Rapid Transit System is a bus rapid transit in Delhi. The first route opened in 2008 ahead of the 2010 Commonwealth Games which were held in the city.
More than 60% of commuters use BRT Corridor mainly for work.
presentation talks about brts. its system, components,types; also discusses about brts across globe & its assessment. further it contents three case sudy and also talks about future of BRTS.
The presentation gives a brief overview of Dubai, its culture, Bus Service, Metro Service and the introduction of new concepts which make it world class city.
During my tour, i clicked this photograph and thought to share them as a story....
An increase in population has led to the growth of traffic in India. To ease the traffic situation in the country and make travel convenient for the people, the government has introduced the metro rail in many cities. It is a cheap mode of travel, which helps in reducing the energy consumption, is eco friendly, and is the reason behind the prevention of accidents. The modern design of metro coaches, the stylish appearance of metro stations, and superior comfort facilities are some of the reasons why metro is becoming popular in India. Ashwini Waghmare | Masarrat Khan | Maliha Tabassum | Vishaka Nagarkar | Prof. Tasneem Hasan | Imran Ahmed "Nagpur Metro Indicator" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30305.pdf Paper Url :https://www.ijtsrd.com/computer-science/other/30305/nagpur-metro-indicator/ashwini-waghmare
This presentation will give you an overview of Ahmedabad BRTS "JANMARG" Project. The slides were presented by me at Civil Engineering Department, L.D. College of Engineering
The Delhi Bus Rapid Transit System is a bus rapid transit in Delhi. The first route opened in 2008 ahead of the 2010 Commonwealth Games which were held in the city.
More than 60% of commuters use BRT Corridor mainly for work.
presentation talks about brts. its system, components,types; also discusses about brts across globe & its assessment. further it contents three case sudy and also talks about future of BRTS.
The presentation gives a brief overview of Dubai, its culture, Bus Service, Metro Service and the introduction of new concepts which make it world class city.
During my tour, i clicked this photograph and thought to share them as a story....
An increase in population has led to the growth of traffic in India. To ease the traffic situation in the country and make travel convenient for the people, the government has introduced the metro rail in many cities. It is a cheap mode of travel, which helps in reducing the energy consumption, is eco friendly, and is the reason behind the prevention of accidents. The modern design of metro coaches, the stylish appearance of metro stations, and superior comfort facilities are some of the reasons why metro is becoming popular in India. Ashwini Waghmare | Masarrat Khan | Maliha Tabassum | Vishaka Nagarkar | Prof. Tasneem Hasan | Imran Ahmed "Nagpur Metro Indicator" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30305.pdf Paper Url :https://www.ijtsrd.com/computer-science/other/30305/nagpur-metro-indicator/ashwini-waghmare
When evaluating mass transit options for Indian cities, metro rail systems are given preference over surface systems due to the belief that road-based bus systems cannot cater to the capacity requirement as much as metro systems can. In addition, metro rails are perceived to have higher levels of comfort, speed, and efficiency than bus systems.
A study of sustainable transportation system in ahmedabad and delhiIJARIIT
This paper on sustainable urban transport attempts to overview an all-inclusive set of indicators which are taken up
by planners, authorities in order to help cities for developing an integrated and sustainable transportation system. Developing
countries like India, where unplanned urbanization and unparalleled growth in motorization have led to increased focus on
sustainable use of mass transit systems like commuter rails and bus transportation. An integrated transportation strategy is
most needed so that these modes of transport are integrated efficiently to facilitate the sustainable transportation. The vision of
planners is to ensure easy access, safe, affordable, quick, comfortable, reliable and sustainable mobility for all sections of the
society in our cities. The present transport system in most of the Indian cities is stressed under an urban environment which is
made up of different sub-systems. Hence it is obvious to understand how these sub systems perform in order to have a
sustainable mass-transit transportation network. The various modes of urban transportation – BRTS, Metro, Bicycle-sharing,
usage of CNG fuels – currently available in the city of Ahmedabad and Delhi are discussed in the paper in the context of
urban transport characteristics, public transport, and non-motorized transport. For promoting sustainable urban transport in a
holistic manner it is equally important to understand the social, economic and environmental sustainability of each of these
sub-systems.
ALTERNATE ROPEWAY TRANSIT SYSTEM FOR MANPADA ROADcivej
Cities grow in dynamic complex patterns, creating many problems. The study area of Dombivli - Manpada road has grown haphazardly in past decade due to population xplosion. Manpada road attracts heavy traffic but due to narrow roads and inefficient transit options, it leads to severe traffic congestion, side friction, delays, stress, accidents and other problems. Alternate ropeway transit system provides a better
public transit option and plays important role in reducing use of fossil fuels thus helping fight climate change. Total travel during peak hours is expected to double from 48000 to 88000 by 2031 which needs to be supported by various public transits. Cost benefit analysis is used here for evaluating desirability of project by weighting benefits against costs. Ropeway is expected to provide sustainable development,
efficient and effective public transit option and contribute to protection and enhancement of environment.
Sky bus Metro is a suspended railway invented by Indian technologist Mr. B Rajaram. Now in metro cities like Hyderabad, Mumbai, Bangalore, etc., the number of problems developing regarding transportation due to increase in population India, mostly in these cities. The problems are overload on public transport system, increasing vehicles two wheelers and four wheelers Sky bus is necessary to reduce overload on public transport system. And due to increase in vehicles the number of problems developed likes Traffic jam, Accidents, Pollution etc. So that by constructing the sky bus metro reduced this problem. Thus sky bus metro solve the public transportation problem in metro cities. After experiencing congestion’s and traffic jams over three decades, India finally realized her urban public transport system requires transformation for solving several problems at once and for long term. Innovation of Sky bus by Indian Railways, a Govt. owned enterprise is the outcome of this learning process. Sky bus project has been receiving support from Government, Industries as well as from various public in India. This research confirms the advantages of Sky bus innovation are tremendous. For overpopulated Indian urban areas, Sky bus seems to be the best solution for safe, quality and inexpensive mass public transportation system. After approval from concerned authorities, Sky bus will be the long term solution for public in terms of transportation in India. Sky Bus metro is in the tramway category, under Art 366 20 of the Constitution of India. Since it parallels existing roadways and within municipal limits, it is excluded from the Act. Sky Bus cannot capsize or collide. Sky Bus is based on the concept of Sky Wheels presented in 1989 at World Congress for Railway Research. Sky Bus eliminates vandalism, derailments and is virtually maintenance free. Construction cost Rs 450,000,000 per km. It is noise free and pollution free with no crossings. It can carry about 18000 people per hour per direction pphpd , scalable to 54000 pphpd as required. Which are suspended from bogies and travel below rail guides, the physics of which can be engineered very easily shells of coaches and suspension links well proven. Prefabricated latest construction technologies, which save time and money resulting in easy execution of the project in busy urban areas without disturbing the existing traffic pattern .These structural engineering methods, are well proven which do not have any project execution risk attached. Prof. Priyanka Patil | Pooja Pramod Ghule | Disha Atul Parekh "Sky Bus: The Modern Transportation System" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-7 | Issue-2 , April 2023, URL: https://www.ijtsrd.com.com/papers/ijtsrd56260.pdf Paper URL: https://www.ijtsrd.com.com/engineering/civil-engineering/56260/sky-bus-the-modern-transportation-system/prof-priyanka-patil
Planning of intermediate transport system for bengaluru metropolitan city to ...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Mechanical properties of hybrid fiber reinforced concrete for pavementseSAT Journals
Abstract
The effect of addition of mono fibers and hybrid fibers on the mechanical properties of concrete mixture is studied in the present
investigation. Steel fibers of 1% and polypropylene fibers 0.036% were added individually to the concrete mixture as mono fibers and
then they were added together to form a hybrid fiber reinforced concrete. Mechanical properties such as compressive, split tensile and
flexural strength were determined. The results show that hybrid fibers improve the compressive strength marginally as compared to
mono fibers. Whereas, hybridization improves split tensile strength and flexural strength noticeably.
Keywords:-Hybridization, mono fibers, steel fiber, polypropylene fiber, Improvement in mechanical properties.
Material management in construction – a case studyeSAT Journals
Abstract
The objective of the present study is to understand about all the problems occurring in the company because of improper application
of material management. In construction project operation, often there is a project cost variance in terms of the material, equipments,
manpower, subcontractor, overhead cost, and general condition. Material is the main component in construction projects. Therefore,
if the material management is not properly managed it will create a project cost variance. Project cost can be controlled by taking
corrective actions towards the cost variance. Therefore a methodology is used to diagnose and evaluate the procurement process
involved in material management and launch a continuous improvement was developed and applied. A thorough study was carried
out along with study of cases, surveys and interviews to professionals involved in this area. As a result, a methodology for diagnosis
and improvement was proposed and tested in selected projects. The results obtained show that the main problem of procurement is
related to schedule delays and lack of specified quality for the project. To prevent this situation it is often necessary to dedicate
important resources like money, personnel, time, etc. To monitor and control the process. A great potential for improvement was
detected if state of the art technologies such as, electronic mail, electronic data interchange (EDI), and analysis were applied to the
procurement process. These helped to eliminate the root causes for many types of problems that were detected.
Managing drought short term strategies in semi arid regions a case studyeSAT Journals
Abstract
Drought management needs multidisciplinary action. Interdisciplinary efforts among the experts in various fields of the droughts
prone areas are helpful to achieve tangible and permanent solution for this recurring problem. The Gulbarga district having the total
area around 16, 240 sq.km, and accounts 8.45 per cent of the Karnataka state area. The district has been situated with latitude 17º 19'
60" North and longitude of 76 º 49' 60" east. The district is situated entirely on the Deccan plateau positioned at a height of 300 to
750 m above MSL. Sub-tropical, semi-arid type is one among the drought prone districts of Karnataka State. The drought
management is very important for a district like Gulbarga. In this paper various short term strategies are discussed to mitigate the
drought condition in the district.
Keywords: Drought, South-West monsoon, Semi-Arid, Rainfall, Strategies etc.
Life cycle cost analysis of overlay for an urban road in bangaloreeSAT Journals
Abstract
Pavements are subjected to severe condition of stresses and weathering effects from the day they are constructed and opened to traffic
mainly due to its fatigue behavior and environmental effects. Therefore, pavement rehabilitation is one of the most important
components of entire road systems. This paper highlights the design of concrete pavement with added mono fibers like polypropylene,
steel and hybrid fibres for a widened portion of existing concrete pavement and various overlay alternatives for an existing
bituminous pavement in an urban road in Bangalore. Along with this, Life cycle cost analyses at these sections are done by Net
Present Value (NPV) method to identify the most feasible option. The results show that though the initial cost of construction of
concrete overlay is high, over a period of time it prove to be better than the bituminous overlay considering the whole life cycle cost.
The economic analysis also indicates that, out of the three fibre options, hybrid reinforced concrete would be economical without
compromising the performance of the pavement.
Keywords: - Fatigue, Life cycle cost analysis, Net Present Value method, Overlay, Rehabilitation
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materialseSAT Journals
Abstract
The issue of growing demand on our nation’s roadways over that past couple of decades, decreasing budgetary funds, and the need to
provide a safe, efficient, and cost effective roadway system has led to a dramatic increase in the need to rehabilitate our existing
pavements and the issue of building sustainable road infrastructure in India. With these emergency of the mentioned needs and this
are today’s burning issue and has become the purpose of the study.
In the present study, the samples of existing bituminous layer materials were collected from NH-48(Devahalli to Hassan) site.The
mixtures were designed by Marshall Method as per Asphalt institute (MS-II) at 20% and 30% Reclaimed Asphalt Pavement (RAP).
RAP material was blended with virgin aggregate such that all specimens tested for the, Dense Bituminous Macadam-II (DBM-II)
gradation as per Ministry of Roads, Transport, and Highways (MoRT&H) and cost analysis were carried out to know the economics.
Laboratory results and analysis showed the use of recycled materials showed significant variability in Marshall Stability, and the
variability increased with the increase in RAP content. The saving can be realized from utilization of recycled materials as per the
methodology, the reduction in the total cost is 19%, 30%, comparing with the virgin mixes.
Keywords: Reclaimed Asphalt Pavement, Marshall Stability, MS-II, Dense Bituminous Macadam-II
Laboratory investigation of expansive soil stabilized with natural inorganic ...eSAT Journals
Abstract
Soil stabilization has proven to be one of the oldest techniques to improve the soil properties. Literature review conducted revealed
that uses of natural inorganic stabilizers are found to be one of the best options for soil stabilization. In this regard an attempt has
been made to evaluate the influence of RBI-81 stabilizer on properties of black cotton soil through laboratory investigations. Black
cotton soil with varying percentages of RBI-81 viz., 0, 0.5, 1, 1.5, 2, and 2.5 percent were studied for moisture density relationships
and strength behaviour of soils. Also the effect of curing period was evaluated as literature review clearly emphasized the strength
gain of soils stabilized with RBI-81 over a period of time. The results obtained shows that the unconfined compressive strength of
specimens treated with RBI-81 increased approximately by 250% for a curing period of 28 days as compared to virgin soil. Further
the CBR value improved approximately by 400%. The studies indicated an increasing trend for soil strength behaviour with
increasing percentage of RBI-81 suggesting its potential applications in soil stabilization.
Influence of reinforcement on the behavior of hollow concrete block masonry p...eSAT Journals
Abstract
Reinforced masonry was developed to exploit the strength potential of masonry and to solve its lack of tensile strength. Experimental
and analytical studies have been carried out to investigate the effect of reinforcement on the behavior of hollow concrete block
masonry prisms under compression and to predict ultimate failure compressive strength. In the numerical program, three dimensional
non-linear finite elements (FE) model based on the micro-modeling approach is developed for both unreinforced and reinforced
masonry prisms using ANSYS (14.5). The proposed FE model uses multi-linear stress-strain relationships to model the non-linear
behavior of hollow concrete block, mortar, and grout. Willam-Warnke’s five parameter failure theory has been adopted to model the
failure of masonry materials. The comparison of the numerical and experimental results indicates that the FE models can successfully
capture the highly nonlinear behavior of the physical specimens and accurately predict their strength and failure mechanisms.
Keywords: Structural masonry, Hollow concrete block prism, grout, Compression failure, Finite element method,
Numerical modeling.
Influence of compaction energy on soil stabilized with chemical stabilizereSAT Journals
Abstract
Increase in traffic along with heavier magnitude of wheel loads cause rapid deterioration in pavements. There is a need to improve
density, strength of soil subgrade and other pavement layers. In this study an attempt is made to improve the properties of locally
available loamy soil using twin approaches viz., i) increasing the compaction of soil and ii) treating the soil with chemical stabilizer.
Laboratory studies are carried out on both untreated and treated soil samples compacted by different compaction efforts. Studies
show that increase in compaction effort results in increase in density of soil. However in soil treated with chemical stabilizer, rate of
increase in density is not significant. The soil treated with chemical stabilizer exhibits improvement in both strength and performance
properties.
Keywords: compaction, density, subgradestabilization, resilient modulus
Geographical information system (gis) for water resources managementeSAT Journals
Abstract
Water resources projects are inherited with overlapping and at times conflicting objectives. These projects are often of varied sizes
ranging from major projects with command areas of millions of hectares to very small projects implemented at the local level. Thus,
in all these projects there is seldom proper coordination which is essential for ensuring collective sustainability.
Integrated watershed development and management is the accepted answer but in turn requires a comprehensive framework that can
enable planning process involving all the stakeholders at different levels and scales is compulsory. Such a unified hydrological
framework is essential to evaluate the cause and effect of all the proposed actions within the drainage basins.
The present paper describes a hydrological framework developed in the form of a Hydrologic Information System (HIS) which is
intended to meet the specific information needs of the various line departments of a typical State connected with water related aspects.
The HIS consist of a hydrologic information database coupled with tools for collating primary and secondary data and tools for
analyzing and visualizing the data and information. The HIS also incorporates hydrological model base for indirect assessment of
various entities of water balance in space and time. The framework would be maintained and updated to reflect fully the most
accurate ground truth data and the infrastructure requirements for planning and management.
Keywords: Hydrological Information System (HIS); WebGIS; Data Model; Web Mapping Services
Forest type mapping of bidar forest division, karnataka using geoinformatics ...eSAT Journals
Abstract
The study demonstrate the potentiality of satellite remote sensing technique for the generation of baseline information on forest types
including tree plantation details in Bidar forest division, Karnataka covering an area of 5814.60Sq.Kms. The Total Area of Bidar
forest division is 5814Sq.Kms analysis of the satellite data in the study area reveals that about 84% of the total area is Covered by
crop land, 1.778% of the area is covered by dry deciduous forest, 1.38 % of mixed plantation, which is very threatening to the
environmental stability of the forest, future plantation site has been mapped. With the use of latest Geo-informatics technology proper
and exact condition of the trees can be observed and necessary precautions can be taken for future plantation works in an appropriate
manner
Keywords:-RS, GIS, GPS, Forest Type, Tree Plantation
Factors influencing compressive strength of geopolymer concreteeSAT Journals
Abstract
To study effects of several factors on the properties of fly ash based geopolymer concrete on the compressive strength and also the
cost comparison with the normal concrete. The test variables were molarities of sodium hydroxide(NaOH) 8M,14M and 16M, ratio of
NaOH to sodium silicate (Na2SiO3) 1, 1.5, 2 and 2.5, alkaline liquid to fly ash ratio 0.35 and 0.40 and replacement of water in
Na2SiO3 solution by 10%, 20% and 30% were used in the present study. The test results indicated that the highest compressive
strength 54 MPa was observed for 16M of NaOH, ratio of NaOH to Na2SiO3 2.5 and alkaline liquid to fly ash ratio of 0.35. Lowest
compressive strength of 27 MPa was observed for 8M of NaOH, ratio of NaOH to Na2SiO3 is 1 and alkaline liquid to fly ash ratio of
0.40. Alkaline liquid to fly ash ratio of 0.35, water replacement of 10% and 30% for 8 and 16 molarity of NaOH and has resulted in
compressive strength of 36 MPa and 20 MPa respectively. Superplasticiser dosage of 2 % by weight of fly ash has given higher
strength in all cases.
Keywords: compressive strength, alkaline liquid, fly ash
Experimental investigation on circular hollow steel columns in filled with li...eSAT Journals
Abstract
Composite Circular hollow Steel tubes with and without GFRP infill for three different grades of Light weight concrete are tested for
ultimate load capacity and axial shortening , under Cyclic loading. Steel tubes are compared for different lengths, cross sections and
thickness. Specimens were tested separately after adopting Taguchi’s L9 (Latin Squares) Orthogonal array in order to save the initial
experimental cost on number of specimens and experimental duration. Analysis was carried out using ANN (Artificial Neural
Network) technique with the assistance of Mini Tab- a statistical soft tool. Comparison for predicted, experimental & ANN output is
obtained from linear regression plots. From this research study, it can be concluded that *Cross sectional area of steel tube has most
significant effect on ultimate load carrying capacity, *as length of steel tube increased- load carrying capacity decreased & *ANN
modeling predicted acceptable results. Thus ANN tool can be utilized for predicting ultimate load carrying capacity for composite
columns.
Keywords: Light weight concrete, GFRP, Artificial Neural Network, Linear Regression, Back propagation, orthogonal
Array, Latin Squares
Experimental behavior of circular hsscfrc filled steel tubular columns under ...eSAT Journals
Abstract
This paper presents an outlook on experimental behavior and a comparison with predicted formula on the behaviour of circular
concentrically loaded self-consolidating fibre reinforced concrete filled steel tube columns (HSSCFRC). Forty-five specimens were
tested. The main parameters varied in the tests are: (1) percentage of fiber (2) tube diameter or width to wall thickness ratio (D/t
from 15 to 25) (3) L/d ratio from 2.97 to 7.04 the results from these predictions were compared with the experimental data. The
experimental results) were also validated in this study.
Keywords: Self-compacting concrete; Concrete-filled steel tube; axial load behavior; Ultimate capacity.
Evaluation of punching shear in flat slabseSAT Journals
Abstract
Flat-slab construction has been widely used in construction today because of many advantages that it offers. The basic philosophy in
the design of flat slab is to consider only gravity forces; this method ignores the effect of punching shear due to unbalanced moments
at the slab column junction which is critical. An attempt has been made to generate generalized design sheets which accounts both
punching shear due to gravity loads and unbalanced moments for cases (a) interior column; (b) edge column (bending perpendicular
to shorter edge); (c) edge column (bending parallel to shorter edge); (d) corner column. These design sheets are prepared as per
codal provisions of IS 456-2000. These design sheets will be helpful in calculating the shear reinforcement to be provided at the
critical section which is ignored in many design offices. Apart from its usefulness in evaluating punching shear and the necessary
shear reinforcement, the design sheets developed will enable the designer to fix the depth of flat slab during the initial phase of the
design.
Keywords: Flat slabs, punching shear, unbalanced moment.
Evaluation of performance of intake tower dam for recent earthquake in indiaeSAT Journals
Abstract
Intake towers are typically tall, hollow, reinforced concrete structures and form entrance to reservoir outlet works. A parametric
study on dynamic behavior of circular cylindrical towers can be carried out to study the effect of depth of submergence, wall thickness
and slenderness ratio, and also effect on tower considering dynamic analysis for time history function of different soil condition and
by Goyal and Chopra accounting interaction effects of added hydrodynamic mass of surrounding and inside water in intake tower of
dam
Key words: Hydrodynamic mass, Depth of submergence, Reservoir, Time history analysis,
Evaluation of operational efficiency of urban road network using travel time ...eSAT Journals
Abstract
Efficiency of the road network system is analyzed by travel time reliability measures. The study overlooks on an important measure of
travel time reliability and prioritizing Tiruchirappalli road network. Traffic volume and travel time were collected using license plate
matching method. Travel time measures were estimated from average travel time and 95th travel time. Effect of non-motorized vehicle
on efficiency of road system was evaluated. Relation between buffer time index and traffic volume was created. Travel time model has
been developed and travel time measure was validated. Then service quality of road sections in network were graded based on
travel time reliability measures.
Keywords: Buffer Time Index (BTI); Average Travel Time (ATT); Travel Time Reliability (TTR); Buffer Time (BT).
Estimation of surface runoff in nallur amanikere watershed using scs cn methodeSAT Journals
Abstract
The development of watershed aims at productive utilization of all the available natural resources in the entire area extending from
ridge line to stream outlet. The per capita availability of land for cultivation has been decreasing over the years. Therefore, water and
the related land resources must be developed, utilized and managed in an integrated and comprehensive manner. Remote sensing and
GIS techniques are being increasingly used for planning, management and development of natural resources. The study area, Nallur
Amanikere watershed geographically lies between 110 38’ and 110 52’ N latitude and 760 30’ and 760 50’ E longitude with an area of
415.68 Sq. km. The thematic layers such as land use/land cover and soil maps were derived from remotely sensed data and overlayed
through ArcGIS software to assign the curve number on polygon wise. The daily rainfall data of six rain gauge stations in and around
the watershed (2001-2011) was used to estimate the daily runoff from the watershed using Soil Conservation Service - Curve Number
(SCS-CN) method. The runoff estimated from the SCS-CN model was then used to know the variation of runoff potential with different
land use/land cover and with different soil conditions.
Keywords: Watershed, Nallur watershed, Surface runoff, Rainfall-Runoff, SCS-CN, Remote Sensing, GIS.
Estimation of morphometric parameters and runoff using rs & gis techniqueseSAT Journals
Abstract
Land and water are the two vital natural resources, the optimal management of these resources with minimum adverse environmental
impact are essential not only for sustainable development but also for human survival. Satellite remote sensing with geographic
information system has a pragmatic approach to map and generate spatial input layers of predicting response behavior and yield of
watershed. Hence, in the present study an attempt has been made to understand the hydrological process of the catchment at the
watershed level by drawing the inferences from moprhometric analysis and runoff. The study area chosen for the present study is
Yagachi catchment situated in Chickamaglur and Hassan district lies geographically at a longitude 75⁰52’08.77”E and
13⁰10’50.77”N latitude. It covers an area of 559.493 Sq.km. Morphometric analysis is carried out to estimate morphometric
parameters at Micro-watershed to understand the hydrological response of the catchment at the Micro-watershed level. Daily runoff
is estimated using USDA SCS curve number model for a period of 10 years from 2001 to 2010. The rainfall runoff relationship of the
study shows there is a positive correlation.
Keywords: morphometric analysis, runoff, remote sensing and GIS, SCS - method
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Effect of variation of plastic hinge length on the results of non linear anal...eSAT Journals
Abstract The nonlinear Static procedure also well known as pushover analysis is method where in monotonically increasing loads are applied to the structure till the structure is unable to resist any further load. It is a popular tool for seismic performance evaluation of existing and new structures. In literature lot of research has been carried out on conventional pushover analysis and after knowing deficiency efforts have been made to improve it. But actual test results to verify the analytically obtained pushover results are rarely available. It has been found that some amount of variation is always expected to exist in seismic demand prediction of pushover analysis. Initial study is carried out by considering user defined hinge properties and default hinge length. Attempt is being made to assess the variation of pushover analysis results by considering user defined hinge properties and various hinge length formulations available in literature and results compared with experimentally obtained results based on test carried out on a G+2 storied RCC framed structure. For the present study two geometric models viz bare frame and rigid frame model is considered and it is found that the results of pushover analysis are very sensitive to geometric model and hinge length adopted. Keywords: Pushover analysis, Base shear, Displacement, hinge length, moment curvature analysis
Effect of use of recycled materials on indirect tensile strength of asphalt c...eSAT Journals
Abstract
Depletion of natural resources and aggregate quarries for the road construction is a serious problem to procure materials. Hence
recycling or reuse of material is beneficial. On emphasizing development in sustainable construction in the present era, recycling of
asphalt pavements is one of the effective and proven rehabilitation processes. For the laboratory investigations reclaimed asphalt
pavement (RAP) from NH-4 and crumb rubber modified binder (CRMB-55) was used. Foundry waste was used as a replacement to
conventional filler. Laboratory tests were conducted on asphalt concrete mixes with 30, 40, 50, and 60 percent replacement with RAP.
These test results were compared with conventional mixes and asphalt concrete mixes with complete binder extracted RAP
aggregates. Mix design was carried out by Marshall Method. The Marshall Tests indicated highest stability values for asphalt
concrete (AC) mixes with 60% RAP. The optimum binder content (OBC) decreased with increased in RAP in AC mixes. The Indirect
Tensile Strength (ITS) for AC mixes with RAP also was found to be higher when compared to conventional AC mixes at 300C.
Keywords: Reclaimed asphalt pavement, Foundry waste, Recycling, Marshall Stability, Indirect tensile strength.
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Effective learning from delhi brts –a case study of pune brts
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EFFECTIVE LEARNING FROM DELHI BRTS –A CASE STUDY OF
PUNE BRTS
Chetan Kumavat1
, Harshal Sonawane2
, Trushik Patel3
, Xitij Sakhalkar4
,
Anuradha Pansare5
1234
Student, Department of Civil Engineering, Dr D.Y. Patil Institute of Engineering and Technology, Pimpri, Pune
411018,Savitribai Phule University, Pune, Maharashtra, India..
5
Professor, Department of Civil Engineering, Dr D.Y. Patil Institute of Engineering and Technology, Pimpri, Pune
411018,Savitribai Phule University, Pune, Maharashtra, India.
Correspondingauthor email: anuradhapansare@gmail.com
Abstract
This paper emphasizes on the common problems endured by Delhi and Pune BRTS corridor. Urban Traffic commutation has an
eloquent place in urban life. BRTS is a very old form of public transport, but it is still a new concept for developing countries like
India, because of its psychological aspects. Bus Rapid Transit involves synchronized improvements in a transport system’s
infrastructure, equipment, working, performance and technology that give preference to buses on urban roadways. This paper
gives an overall outlook of Delhi and Pune BRT systems and observed some common problems in operating both the system, and
some recommendations are mentioned so that could help improving Pune BRTS immensely and influentially and have a better
result avoiding bottlenecksthose faced byDelhiBRTS.The main present study intent to highlight the problems and to overcome
those problems.
Keywords: Delhi and Pune BRTS Bottlenecks, Public Transport, Feeder, Social Image
--------------------------------------------------------------------***----------------------------------------------------------------------
1. INTRODUCTION
A fully effective and truly efficient city on both National
and Global levels, it is quiteimportant that the public transit
system of that particular city is established in place in an
idealized manner [Ananth Rangarajan 2010]. A BRTS is a
system which includes specialized design dedicated bus lane
and modern infrastructure which helps improve the system
quality and reduce the delay in daily routine especially peak
hour public transportation country like India[Chaudhari
Dron, N.D Hajiani 2014].BRT is basically a combination of
the two means of transport that is, thecapacity and speed
of metro or light rail with the certain advantages such as
lower cost and simplicity of a bus system. In order to have a
successful BRT system, it should efficiently work on
highlighting some points are to be considered such as:
Dedicated bus lane running from the center of the road or
the side of the road depending upon the site condition; Off-
board fare collection at stations to reduce delay due
toboarding and departure; Bus floor and station platform
should be on the same level, which could prove ease in
getting on and getting off the bus and bus stops. The need of
BRTS is evolved in urban and developing cities as it is
providing various features such as: Urgent need to transport
heavy mass transport volume; Effective mode of transport
for low and high income people; fast planning and
construction, more flexibility and adaptability; Higher speed
with little or no delay for bus; Can operate according to the
culture and needs of the city; Environmentally friendly. This
could improve the image of public transportation and ease
the mode of transport[M. Leal, R.L. Bertini 2006]
Delhi City
Delhi is the capital city of India,also it the 2nd
most populous
city in India and 3rd
largest urban area in the
world.Itspopulation is about 16.3 million.Delhi‟s road
density is about 2103 km/100 km2
in India. Buses are the
most important lifeline of road transport,serving to about 60
percent of Delhi's total demand. Delhi has one of the largest
bus transport network. State-owned Delhi Transport
Corporation (DTC) controls this network, which owns the
largest fleet of compressed natural gas (CNG) -fueled buses
in the world Personal vehicles. Delhi has the hugevolume of
registered cars,Taxis, auto rickshaws and cycle rickshaws
compared to any other metropolitan city in India.
In Delhi the vehicles on road have substaintially increased
from 3.3 million to 7 million from 2003 to 2011however,
people using private cars are less than 10%,33% travelling
by bus and 30% walking to work.Also to improve traffic
flownew flyovers and underpasses have been
constructed,hence thelength of roads in Delhi has
increased.Pedestrians became marginalized and journey
times and air pollution both increased. In 2002, as per the
Supreme Court order issued all diesel buses had converted
tocompressed natural gas (CNG) to reduce air pollution. In
order to overcome to all above mentioned problem Delhi
implemented BRTS (DIMTS).
Exponential increase in personal vehicles: cars in Delhi
record decennial growth rate of 92% (1990-2006)
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In the above graph on Y-axis, it shows the number of vehicles in Millions .
From year 1971 to 2001 Delhi network is increased three times while the vehicles have increased by sixteen times, which have
resulted in a massive scramble in road capacity.
2. HISTORY OF BRT IN DELHI
2004 2005 2006-07 2008
A pilot project for
construction of 6km BRT
corridor conceptualized.
Initiated the work for a
complete stretch (approx
14.5km) and tenders invited.
Agreement executed between M/s
RITES Ltd and contractor in
September.
Work delayed, revised
completion date for first
phase up to Moolchand by
March.
Transport Department
appointed RITES as
PMC(project Management
consultant)
The Supreme Court ordered
implementation of BRT in
Delhi.
Construction was started in
September.
Work up to Moolchand
(5.8km) completed in
March/April.
EPCA (Environmental
Pollution Control Authority)
was directed to monitor the
progress of the court.
Construction was estimated to be
completed by December 2007.
The Complete stretch of
14.5km by December.
DIMTS (Delhi Integrated Multi-
Modal Transit System)Limited is
entrusted with the responsibility
to manage the operation.
Corridor operation and trail
runs started in 3rd
week of
April 2008.
RPF (Request for proposal)
for detailed project report
of two more corridors was
released in August.
2.1 Outline Of Delhi BRTS
6 BRT corridors are proposed,which serves a total stretch of
310 km by the year 2020. Which will accompany with more
than 400 km of metro train coverage by 2020 and further
coverage by Monorail and Light Rail. It was in operation in
April 2008. There were in all 9 bus stops. Ridership in peak
hour was 6500 passengers/hr/direction and 120 buses/hr.
Commercial speed of buses in BRT corridor was about 16-
19 km/hr and that of buses outside BRT corridor was 7-
11km/hr. The cost required cost to setup the entire
infrastructure was about Rs 14 crore/km (3million/km).
Average user Fare: Rs 1/km Rs3.87 per passenger (DIMTS).
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0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
cars/jeep
2 wheelers
other vechlies
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2.2. Delhi BRT corridors
SR.No.
BUS
CORRIDORS Length (Km)
TOTAL
98 ~100 Kms
1
Nangloi – Peeragarhi – Punjabi Bagh – Anand Parbat –Rani Jhansi Road – Link Road – Gole Market
– Shivaji Terminal.
20km
2
Azadpur – Wazirpur Industrial Area – Punjabi Bagh – Raja Garden – Naraina Vihar – Dhaula Kuan
– Moti Bagh – South Extn. – Mool Chand – LSRC – Nehru Place
32km
3
3 Jahangirpuri – Azadpur – Rana Pratap Bagh – Malkaganj – St. Stephen‟s Hospital – Mori Gate –
Old Delhi Rly. Stn.
12km
4
4 Dr. Ambedkar Nagar – Masjid Moth – Mool Chand – Sundar Nagar - Appu Ghar – Delhi Gate –
Lal Qilla – ISBT
19km
5
5 Anand Vihar – Karkarduma Chowk – Swasthya Vihar – Lakshmi Nagar – ITO – Bara Khamba
Road – Shivaji Terminal
15km
Total 98~100km
2.3. DESIGNING ISSUES
Building of new infrastructure and modification of new and
existing once need the implementation in BRT systems.
The shift is required in certain minor structures and
electrical installations.
Site conditions should determine the position of
lanes.(center or side).
Bus lanes should remain at grades on the side with an
adequate weaving length at existing flyovers.
Provisions for splitting of flyovers to permit center bus
lanes
2.4. ENVIORNMENTAL ISSUES
Diesel engine buses cause serious air pollution levels,
noise and vibration.
The system could nullify price penalty of installing
overhead lines, environmental benefits potential for
saving of centrally generated electricity, especially in
cities where electricity is less expensive source than
other power sources.
In addition, most trolleybus applications can be
converted to light rail with the only extra expense being
lying and maintenance of tram tracks in the street.
2.5. Major Problems Of Delhi Brts Which Can Also
Be Arise Or Arising In Pune Brts.
LongTraffic signal cycle (4 minutes in the peak hour)
Long queuesare experienced by general traffic lanes.
Some passengers aligning and boarding outside the
platform because the bus queuing were longer than the
station platform length.
The operation of the bus lanes and the station was
affected by the bus breakdown.
Pedestrian carelessness(i.ejaywalking etc.)
Bus lanes was also encroached by some motor vehicle.
Especially in the peak period the bus occupancy levels
were high
High variability in intervals and commercial speeds were
displayed by bus operating.
Bicycle tracks were also encroached by two wheelers to
jump the motor vehicle queues.
2.6. SHUTDOWN
The haphazard increment of air pollution in Delhi dueto
vehicles that a trial run was started by Delhi government as
an odd-even formula, still commuters witnessed massive
traffic jams along the BRT corridor.
Dismantling of the BRT corridor, Moolchand to Ambedkar
Nagar(5.8-km), was begun on 19 January 2016 & the
corridor was completely dismantled by February (DIMTS)
The BRT corridor was built in 2008coasted aroundRs 180
crore. The dismantling of the BRT corridor cost around Rs
12 crore. To avoid this crucial situation and to put Pune
BRT on the positive side, Pune should take initiative to
improve the system and pedestrian safety as their major
priority. As BRTS in Pune city is at a very young stage there
are a large scope of improvements. As after BRT
implementation, there is no large difference made due to
BRT functioning.
3. LIMITATIONS OF PUNE BRTS
PMPML BRTs in theinitial stage is considered as huge
successes, though there are some zones where BRTs could
improve to do better.
Bus Shelters were in the road middle, so while crossing
the road after getting-off or before boarding cause
inconvenience (PMPML)
PMPML has proposed four new corridors, for this
PMPML will have to acquire at least 700 special buses,
but as of now, PMPML is serving on 350 such buses.
Another problem is that the BRTS track is being
introduced at already existing city which has caused a lot
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of disturbance on the road and have affected mixed
traffic. Due to the introduction of the separate bus way in
the road midwayhas reduced the road width and jammed
the mixed traffic.
A Lack of level boarding, mismatch in bus stop heights
and busdesign, lacking drivers skills ,lack of training
workshops.
No Corridor enforcement.
The Corridor is discontinuous at many places.
Fairly good cycling and walking infrastructure on the
bus corridor.
No space for bicycle parking, Auto Rickshaw parking,
vending along the corridor.
3.1. Common Problems In Delhi BRT And Pune BRT
PROBLEMS SOLUTIONS
General traffic lanes experienced long queuing. The Device should be implemented on the bus and also on the traffic
signal so that when the bus reaches at a distance of 300m-500m from
signal, the signal should automatically turn red to stop the general
traffic and allow BRTS buses to move uninterruptedly and as soon as
the bus crosses the signal the signal should automatically turn green
for mixed traffic.
Operation of the bus lanes and the stations was was
affected by bus breakdown
Proper communication system (ITMS) between buses and bus stops
should be there, so that the bus stops & buses coming from behind
can take proper measures so as to avoid traffic and delays.
Pedestrian jaywalking was common. Skyways or subways should be provided.
Some motor vehicles encroach the bus lanes. Wardens should be appointed at every junction.
High levels ofBus occupancy, especiallyduring
peak period.
Frequency should be increased.
Bicycle tracks encroachment by two wheelers to
jump motorbikes queues.
Proper enforcement should be provided on the bicycle track.
RECOMMENDATIONS
1. BRT systems not to be treated as an exclusive system.
Need to integrate existing systems with the new systems
in terms of physical access, ticketing and governance
mechanisms.
2. Adapting BRT in different ways in Indian cities, rather
than one defined prototype.
3. BRS should be integrated with other means of public
transport for better capacity carriage and to cut down the
use of personal vehicles.
4. Lower and middle income groups are the most dedicated
and captive bus commuters in big cities. Is it possible for
BRT to make it more accessible to these groups by
cutting down the ticket cost? The cost of BRT tickets can
exclude people and discourage the use of it.
5. Designing emphasis on pedestrian access to BRT
stations.
6. Fedder services should be provided free.
7. Constant review of public should be taken to make
improvement in the system if any.
8. BRTS must be effective in lessening the number of
urban private vehicles.Commuters should rely on BRTS
as thebest solution for public pooling relieving burden
on urban road networks especially in peak congestion
hours.All necessary actions for making BRTS punctual,
efficient, comfortable, commuter friendly and hassle
free careful planning and running should be done by
local authorities.
Need of improvements
1. Local Connectivity to BRTS Bus Stops – Shared Auto
service (similar to outside Mumbai Railway Stations on
per seat basis) should be encouraged to-from the BRTS
Bus Stops. Today, many BRTS routes like Aundh-
Ravet, Wakad-Bhosari traverse through low density
areas while the adjoining inner areas are densely
populated instead (e.g. Pimple Saudagar, Aundh –
Parihar Chowk, Wakad Dutt Mandir Rd, Kaspate Vasti
Road etc.)Which means, commuters will have to travel
for a 1 KM or more at least to reach the nearest BRTS
Bus stop. Also Traffic Police has made „No Parking‟
Zones on both sides of BRTS route, thus making
someone difficult to travel by own vehicle, park near
the Bus Stop and travel further. BRTS Parking have
been provided for select stops but they are limited.
2. Ease of Access – BRTS bus-stops have been
constructed far away from the junctions while old bus-
stops used to be at convenient locations. Commuters
have to walk more to reach the bus stops.
3. Optimize Routes based on Traffic Patterns–
Organize the Bus routes & their schedule considering
the Commuter demands, density, Traffic Patterns, Peak
time, etc. BRTS Wardens / personnel deployed at the
Bus Stops can play vital role in informing about the
traffic density and consumer needs. E.g. „Katraj –
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Hinjewadi‟ Or „Nagar Rd – Hinjewadi‟ (Via Shivaji
Nagar, Aundh, Dange Chowk) long bus routes can be
introduced because there would be traffic both-ways all
the times. We can have Bus for every 5-10 min and still
it would be full both ways.
4. Maintain same look & Feel for Buses – Today there
are a variety of buses of different shapes, sizeand makes
with PMPML. Buses on BRTS route should have
standard color, signage and avoid painting / pasting
advertisements on the whole bus body. It looks very
ugly. Only certain placeholders should be made
available for posting the advertisements to earn
revenues. LED screens inside the Bus can also be a
mode to earn revenues through advertisements. There
should be strict penalties for posting unauthorized
banners on BRTS property, including buses and for
mutilation or damage to bus stops
5. Cleanliness – Buses are hardly cleaned from inside /
outside. We should use pressure Jets (which consumes
less water) to clean the bus every night from inside-out
before it is deployed on the route. There has to be an
inspector whose responsibility should be to check if the
Bus deployed on the route in the morning has (1) been
cleaned from Inside & outside (2) LED Displays are
working fine and are properly set (3) No Mechanical
faults (4) Tyre Pressure / treads, Fuel, Battery etc. is all
Ok.
6. Professional Attitude – BRTS routes should be run
and managed professionally. That includes continuous
trainings for the drivers, conductors and other staff.
Authorities can organize tours / workshops to other
domestic Cities like Mumbai (BEST), Bangalore (Vayu
Vajra) and Ahmadabad (JanMarg) where their Bus
services have been rated as the best. We should adopt
to the best practices followed in the domestic public
transport sector across Cities before arranging for fancy
tours overseas.
7. BRTS should have Own Depots – BRTS should have
dedicated Bus Depots where Buses can be parked;
cleaned and basic maintenance can be carried out.
8. Commuter Crossings on Road should be lighted –
Commuter Crossing (raised pathway to cross the road)
near BRTS Bus Stops should be illuminated from Top
or from the side so that Pedestrians who are crossing the
road are clearly visible to motorist from a distance in
the night. There should be signboards and blinking
lights (besides traffic signal what we have today) to
indicate the pedestrian crossing.
9. Surprise visits / Inspections are needed – Introduce
uniformed TC (Ticket Checker) to inspect the tickets,
bus stops and also to address the need for additional
buses during peak hours. This is to establish tighter
control and discipline on people who manage the BRTS
and commuters who use them.
10. Improve frequency and timings – Frequency
especially for long route buses should be increased and
BRTS bus route should be open at least till 12 AM in
the night. In fact, there should be round-the-clock bus
service connecting to Train stations (Pune Station,
Shivaji Nagar) and Airport with the rest of the City. The
real need of public transport for travelers is during peak
hours.
11. Reduce BRTS signal to 10 Sec – New BRTS signal
installed at every Junction is creating traffic Jams for
people who wants to take a right turn at the junction e.g.
Sai Chowk @ Pimple Saudagar. Instead, BRTS signal
should be reduced to 10 Sec (allowing only buses
stopped at the Signal to cross) thus making remaining
20 Seconds added extra for the right turn signal.
CONCLUSION:
1. BRT deserves in the corridor that already have the
highest transit ridership in integration with other
integral commutation mean of transportation.
2. Planning and implementation both has its own role in
making BRT more successful and efficient and reliable.
Node selection its peak hour vehicle count like two
wheeler and four wheeler impacts on signal timing. If
those are not correctly count and update in due course of
period, it may lead to traffic congestions at junctions.
3. The Feeder network must be evaluated as per commuters
demand.Feeder will immensely impact on profitability of
BRTS.
4. Peak hour BRTS trips should be distinguishly decided.
More precise calculations should be done. The number
of commuters on weekdays, on weekends, the area
which having other means of commutations, number of
service lanes, importance of nodes of BRT on the local
map.
5. No commuters like change in means of commuting until
reaches to final destination, so transit managers should
give design such routes to commuters need not to
change buses often. Learn their transportation needs,
pattern of travelling, selection of bus stops and distances
between same pick-up hours, frequencies, delays, much
more than amenities and boarding. The system‟s
reliability is the most critical issue for riders.
6. The fare collection system that one chooses to
incorporate into the BRT must be flexible and adaptable
to future needs and provide seamless travels across all
modes of service being operated. Often riders or
operations need change, so it's important that fare
collection can adapt to new business rules.
7. Riders should know about the delays, when the next bus
will arrive, any schedule changes, and more. Real time
information at stations is important.
8. Rather smartphone applications may be the solution of
real-time information updating.
9. Critical and correct management and implementation of
the BRT system is necessary from the point of view of
safety and disaster management. This allows better fleet
management that translates into benefits on end users.
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10. Access and dependability are crucial for a successful
BRT system. The first and last mile is the toughest for
the BRT newbies, so support riders with way-finding
signs and interactive kiosks on platforms that guide
riders to local attractions.
11. Safety at BRTS routes and private vehicles crossing
should be prioritized at most which can be digital
instrument controlled and directed as per requirement.
REFRENCES:
[1]. Chaudhari Dron, N.D Hajiani (2014). “Traffic Impact
Analysis of BRTS - A Case Study of Ahmedabad
BRTS” IJEDR, Volume 2, Issue 2, ISSN: 2321-9939
[2]. Ananth Rangarajan (2010). “BRTS- Bus Rapid Transit
System in Pune: Modeling, Simulation and Feasibility
Analysis.” International Conference on Industrial
Engineering and Operations Management, 781.
[3]. Mehata and associates (2006). “DPR on Indore Bus
Rapid Transit system under JNNURM.”
[4]. M. Leal, R.L. Bertini(2006), “Bus Rapid Transit: An
Alternative for Developing Countries”Compendium of
Technical Papers.
[5]. Census of India; Government of India; Ministry of
Home Affairs., www.censusindia.net
[6]. Delhi Integrated Multi-Modal Transit System Limited
(DIMTS), www.dimts.in.
[7]. Institute for Transportation and Development Policy
(ITDP); USA /Europe /Brazil /India /China / Mexico.
[8]. Jawaharlal Nehru National Urban Renewal Mission
(JNNURM); Sub Mission-1; www.jnnurm.nic.in
[9]. Pune Mahanagar Parivahan Mahamandal Limited
(PMPML), www.pmpml.org
[10].Pune Vehicle Activity study; University of California
at Riverside; Global Sustainable Systems Research
[11].tripp.iitd.ernet.in/delhibrts/brts/hcbs/hcbs/BRTdesignsu
m.pd
[12].https://en.wikipedia.org/wiki/Bus_rapid_transit
[13].https://en.wikipedia.org/wiki/Delhi
[14].https://en.wikipedia.org/wiki/Delhi_Bus_Rapid_Transit
_System#History