NHCE - Civil Compendium of R&D Projects

‘’‡†‹—‘ˆƬ”‘Œ‡…–• Pervious Concrete with Varying Percentage of Fine Aggregate Suma Paralada1 1 Assistant Professor, department of civil engineering, NHCE, Bangalore, Karnataka, India Abstract: The beneficial properties of pervious concrete on storm water control, ground water recharging and recharging the local aquifers are well understood. As the use of pervious concrete becomes more prevalent throughout the world, the issue of constructability will become more of a concern. A number of practices exist to place pervious concrete, without any theoretical underpinnings or correlation to laboratory scale studies. This paper describes the current state of practice in Ordinary Portland cement Pervious Concrete (OPCPC) placement and also presents results of OPCPC to determine a field level QC/QA check for fresh OPCPC. Test cubes were placed using a variety of techniques currently employed for field placement of OPCPC. Results show that OPCPC samples with various void ratios having 7, 14 and 28 days compressive strengths and permeability tests. Test values are obtained from the OPCPC have been shown suitable for pervious concrete applications as for the safety and strength. Our study shows that varying of fine aggregates samples with 0%, 12%, and 24% with replacing coarse aggregate. The construction technology of OPCPC is evolving, but the correlation between laboratory and field placement will allow standard QC/QA checks to be developed for producing permeable, strong, durable, and long-lasting pervious concrete. An Experimental Investigation on Strength Characteristic of Rice Husk Ash Based Low Cost Sandcrete Blocks Suma Paralada, Assistant Professor, department of civil engineering, NHCE, Bangalore, India,[email protected] Abstract: Concrete blocks containing rice husk ash should be promoted as a new construction material to replace the existing blocks in market. Properties of the material used must be better understood first to obtain the desired concrete block.This paper summarizes the research work on the properties of Rice Husk Ash (RHA) when used as partial replacement for Ordinary Portland Cement (OPC) in concrete. OPC was replaced with RHA by weight at 0%, 5%, 10%, 15%, 20% and 25%. 0% replacement served as the control. The Compaction factor, compressive strength, water absorption, moisture movement and modulus of elasticity were investigated. Preliminary analysis of the constituent materials of the ordinary Portland cement and Rice Husk Ash concrete blocks were conducted to confirm their suitability for block making. Physical test of the recently prepared mix was also carried out.. The results revealed that the Compacting factor decreased as the percentage replacement of OPC with RHA increased. The compressive strength of the hardened concrete also decreased with increasing OPC replacement with RHA. It is recommended that further studies be carried out to gather more facts about the suitability of partial replacement of OPC with RHA in concrete. Keywords:RHA- Rice Husk Ash, OPC-Ordinary Portland cement Department of Civil Engineering ƒ‰‡͸͸ 246

‘’‡†‹—‘ˆƬ”‘Œ‡…–• Comparison of Game Engines for Interactive Visualization of BIM data in Architecture, Engineering and Construction industry (AEC) Pawan Kumar K R 1 1Departmen of Civil Engineering, New Horizon College of Engineering Email id: [email protected] Abstract—As we know BIM is becoming a standard practice in AEC .More countries are adopting BIM as a standard practice for better utilization of available resources and increase certainity in a ever varying construction projects. An attempt is made to compare two game engines and the interoperability with other BIM software for easy workflow. Keywords— GGBS, Setting time, Borax. Reduction of Setting time of GGBS based Geo-Polymer by the use of Borax Pawan Kumar K R 1 1Departmen of Civil Engineering, New Horizon College of Engineering Email id: [email protected] Abstract—Utilization of alternate materials like GGBS based Geo-polymer reduces the dependence on the energy intensive materials like OPC. However, the use of Geo-Polymers is limited despite many good features of it, due to the fast setting time which is generally less than 30 minutes in most of the cases,as a result, this wonderful material is limited to lab testing and still not acceptable in realtime usage. This research makes a genuine effort to increase the setting time by using a catalytic poison like Borax. Keywords— GGBS, Setting time, Borax. A STUDY ON STRENGTH PROPERTIES OF CONCRETE WITH PARTIAL REPLACEMENT OF CEMENT BY FLY ASH AND SILICA FUME Sudhakar G N , Assistant Professor, Department of civil Engineering, New Horizon college of Engineering, Bengaluru, Karnataka, India Abstract Results of an experimental study carried out to find the effect of fly ash and silica fume by partially replacing cement of M-35 grade concrete are presented. Improved performance on compressive, and split tensile strength are observed. The controlled concrete specimen of M-35 grade was prepared using OPC 53 grade cement. The other specimens were prepared by replacing cement with 15% fly ash and silica fume at 5%, 10%, 15% and 20%. The various strengths parameters were compared with controlled specimens leading to a conclusion that there is an increase in compressive strength up to 43 %, and split tensile strength up to 17.5 %. Key Words: Cement concrete, Silica fume, Fly ash, , Compressive Strength, Split tensile strength. Department of Civil Engineering ƒ‰‡͸͹ 247

‘’‡†‹—‘ˆƬ”‘Œ‡…–• Study on Strength Development of Geo-Polymer Concrete Sudhakar G N1 , 1Department of Civil Engineering New Horizon College of Engineering Abstract: Geo Polymer concrete is a green concrete better than OPC based concrete as the carbon di oxide emission is low compared to OPC. An attempt is made to understand strength properties of Geo Polymer concrete in this research. Keyword: S GGBS, NaOH Mechanical Properties of Concrete Using Optical and Glass Fibre Subharajit Roy, Shurthi C G, Sanjith J, Sudhakar G N (Research Scholar, Department of Civil Engineering, Adichunchanagiri Institute of Technology, India) (Assistant Professor, Department of Civil Engineering, Adichunchanagiri Institute of Technology, India) (Assistant Professor, Department of Civil Engineering, Adichunchanagiri Institute of Technology, India) (Assistant Professor, Department of Civil Engineering, New Horizon College of Engineering, India) Corresponding Author: Subharajit Roy Abstract: Concrete has been used since Roman times for the development of infrastructure and housing, but its basic components have remained the same. Three ingredients make up the dry mix: coarse aggregate, consisting of larger pieces of material like stones or gravel; fine aggregate, made up of smaller particles such as sand; and cement, a very fine powdered material that binds the mix together when water is added. As is it is well known, traditional or conventional concrete which is greyish in colour, but its high density prevents the passage of light through it, which means that it’s also impossible to distinguish colour, shapes and bodies through it. But with the addition of optical fibre to the concrete, light can be passed through the concrete from one end to another end which will very much improve the aesthetical and architectural properties of the concrete. Furthermore, addition of glass fibre can enhance the strength and stability parameter of the concrete. In this paper, main concentration is given to create a special type of concrete using different percentages of optical and glass fibre as additive, which will reduce the power consumption problem of the building, improves aesthetic appearance of it and practically implemented as a load bearing component. Keywords: Architectural, Concrete, Glass Fibre, Light transmitting, Optical Fibre, Reinforcement. Utilization of Pre-Stressed Sleeper Waste as Road Material Nitish Kumar K1 , 1Department of Civil Engineering, New Horizon College of Engineering Abstract: After the service life of Pre-stressed concrete sleepers it is discarded as wastes. There is no use of this sleeper further in railway. So the waste generated by sleepers will affect the environment and occupying the valuable land fill. So to overcome from this problem we are collecting the aggregate sleepers waste (ASW) and using it as aggregate in the road construction Department of Civil Engineering ƒ‰‡͸ͺ 248

‘’‡†‹—‘ˆƬ”‘Œ‡…–• to preserve the fresh aggregate for next generation. In our project we are collecting the sleeper waste from the Indian railway department. Natural aggregate are not available predominantly in the nature. To overcome this problem we can use sleeper waste as the alternative material for Road and construction work. It will help waste disposal problem and as well as supply the material to construction. In present study we carry out the work on use of sleeper waste as alternative aggregate material in different layers of road. The material is collected in nearby railway station. The crushed sleeper consists of combination of aggregate combined with cement and stirrups. The material is sieved properly and required gradation is selected. The laboratory test like sieve , Aggregate impact value test, Flaky & Elongation test, Impact value test, Los Angeles Abrasion test, Water absorption test are carried out to find the behaviour of crushed aggregate suitability for road material. Also the different percent of material are combined with normal aggregate and testes are carried out to see the behaviour of road material and also getting optimum combination of good aggregate / sleeper waste. The test is carried out for full and partial replacement of aggregate in the percentage of 0,25,50,75 and 100 to natural aggregate. By partial and full replacement of aggregate with sleeper waste the test result obtained shows the initial increment in Aggregate impact value, Los Angeles Abrasion value and Specific gravity value up to 50% replacement of ASW. The shape test value is increasing up to 75%. Keywords: Aggregate sleepers waste (ASW), Aggregate Impact Test (AIT), Los Angeles Abrasion Test (LAS), Aggregate crushing test (ACT), Shape test, Marshal Stability test. LIFE CYCLE COST ANALYSIS OF FLEXIBLE AND RIGID PAVEMETN MATERIAL Nitish Kumar K1 1Department of Civil Engineering & New Horizon College of E gineering,[email protected] Abstract— In the developing country the infrastructure development give way for the development of country. On the same time the investment to the project development requires more cost and efficient maintenance. where we are having restricted amount for investment, then the alternative methods of material and construction methodology has to adopt for best output. Infrastructure basically consists highway, airports, seaports, bridges etc. The road sector is very necessary because more than 60% of the passengers and goods are trawling through road. Hence good connectivity will ensure faster movement of traffic if the pavement is in good condition. For ensuring good condition construction and maintaining of pavement has to carried out based on type of pavement. Life Cycle Cost Analysis of Pavement (LCCA) is one tool to study of transportation project relating pavements starting from its design phase to its entire service life. It determine the total cost and value of item over the entire life cycle of pavement. The cost of road construction includes design expenses, material extraction, construction equipment, rehabilitation and maintenance strategies. In the present study a stretch of 24km National Highway of Butwal, Nepal was considered and various data like pavement performance, material, traffic, climatic condition and economic data were collected and integrated. Comparative life cycle cost for flexible pavement and rigid pavement are carried out by designing a pavement for 30year life. In this flexible pavement was designed for design period of Department of Civil Engineering ƒ‰‡͸ͻ 249

‘’‡†‹—‘ˆƬ”‘Œ‡…–• 10 year with maintenance of 15 years and rigid pavement for 30 years to finalize optimum performing pavement based on construction and maintenance. Based on above study we conclude that construction cost of rigid pavement are 28% more than flexible pavement. Total quantity of material in case of flexible pavement is 8% greater than that of rigid pavement. Keywords— Life cycle cost analysis (LCCA), Rigid pavement and Flexible pavement Experimental Study on Sustainability on Concrete by Retarding ASR by using Suitable Alkali & Glass Powder Sandeep TD 1 , Meghana A Patankar2 , 1Department of civil engineering, New horizon college of engineering, [email protected] 2 1Department of civil engineering, New horizon college of engineering, Patankar.meghana6 @gmail.com Abstract— Concrete is the most used building material in the world, as well as the largest user of natural resources with annual consumption of 12.6 billion tons. It fundamentally comprises of coarse and fine aggregates, cement and water, and in some cases also contains additional chemical or mineral admixtures for specific purposes. India uses about 7.3 million cubic meters of ready-mixed concrete each year. Durability aspect of the concrete can be improved by using glass powder along with suitable alkali like lime. The quantity of glass powder is varied in different proportions to arrive at the optimum percentage of glass powder required to produce a concrete of considerable strength based on its grade after 28 days of curing. M25 grade of concrete was considered for the experimental study with specimens prepared along with glass powder and also with glass powder and lime. The control of cracks by using lime along with glass powder is the special focus of this experimental study. The study is to understand the variation of cracks in concrete by the help of controlling ASR with use of suitable alkali lime along with glass powder. Keywords— Glass powder, Alkali Silica Reaction, Compressive strength, Durability of concrete Optimization of Concrete Batch Mix Plant Using Inventory Management Sandeep T D1 , Meghana A Patanakar2 1Department of civil Engineering & New Horizon College of Engineering, [email protected] 2Department of civil Engineering & New Horizon College of Engineering, [email protected] Abstract— The construction industry has been improvising through the advances in technology and methodology. Concrete, which is the integral part in construction industry, is being used more than any other man-made material and it consumes more raw material than any other product. Concrete is of considerable volume in any structure and consumes bulk quantities in the construction of infrastructure projects. Though, India being one of the world’s top concrete consumers as well as producer, the construction industry in the country lacks in accurate planning, managing and scheduling of raw materials being used in manufacturing of concrete. The present scenario in the construction industry is very difficult for construction companies to remain competent and competitive. The credit squeeze situation, the space constraint problems, the supply chain delay, the improper market visibility, artificial scarce and artificial demands are haunting every company in the industry. The requirement of efficient management in the Department of Civil Engineering ƒ‰‡͹Ͳ 250

‘’‡†‹—‘ˆƬ”‘Œ‡…–• construction industry came to light in the early nineties. Hence forth the demand for the managers in the engineering background has increased in the industry. An earnest attempt is made through this project to fulfill the cost optimization technique and the space optimization technique by doing statistical analysis. The data used in this project is taken from the concrete production department for a large infrastructure project which has employed the concrete batch mix plant for the production of concrete. In this project work, the comprehensive effort is made to analyse the inventory level management and re-ordering points for each material required in the production of concrete. The effort of this project for the construction industry would certainly be much effective and useful in the future. Keywords— Optimization, GGBS, Cement, Coarse Aggregate, Inventory methods Experimental Investigations on Effect of Alccofines and Microsilica on Durability Properties of High Performance Concrete-A Comparative Study 1 Meghana A Patankar, 2 Sandeep Td 1 Assistant professor, New horizon college of Engineering 2 Assistant professor, New horizon college of Engineering [email protected], [email protected] Abstract Large scale production of cement is affecting environment due to enormous emission of CO2 This has led to use industrial by-products as supplementary cementitous materials in making concrete. The main parameters in this research investigation is comparison of addition of micro silica and alccofine in production of High Performance Concrete by keeping maximum cement content 450kg, water bonder ratio of 0.32 , slump of fresh concrete 100 ± 10mm as constant for all mixes used, Both microsilica as well as Alccofine were added separately to concrete mix as a partial replacement to cement by 5% ,10% and 15% respectively for comparative study in production of high performance concrete. The present experimental investigation includes detailed comparative studies using microsilica and alccofine on hardened properties of High Performance concrete like: compressive strength, water permeability, rapid chloride penetration test and modulus of elasticity. From experimental result it is seen that addition of microsilica perform better than alccofine in concrete mix Keywords: Supplementary cementitious material, Microsilica, Alccofine, High performance concret , Strength and durability test. Comparative Study on Interlocking Block Masonry and Conventional Brick Masonry under Different Experimental Investigations Meghana A Patankar, 2 Ankith Gowda, 3 Sandeep TD 1Assistant professor, New horizon college of Engineering 2Assistant Engineer, Indian Space Research Organization 3 Assistant professor, New horizon college of Engineering [email protected], 2 [email protected], 3 [email protected] Department of Civil Engineering ƒ‰‡͹ͳ 251

‘’‡†‹—‘ˆƬ”‘Œ‡…–• ‘Abstract: Masonry in general is the construction of structure by using individual units which are laid and mortar is used for binding those units. One of the high durable types of construction is masonry. The common masonry materials are burnt clay bricks, stones such as marble, granite, concrete blocks, stabilized earth blocks, etc. The most commonly used masonry units are burnt clay brick (conventional brick) and concrete blocks. Interlocking blocks are the new improved innovative structural components used for construction of buildings which initiates mortar-less construction. These blocks can be produced both by mechanically as well as manually. These blocks bring about economical production, reduction in cost of labour and utilization of abundantly available materials for construction of structures for both urban and rural development. These blocks have grooves which lead to proper fixing of blocks (blocks will be locked on either side since grooves are provided). The assembling of these blocks does not require skill and can be assembled faster with high efficiency. In temporary structures, the dismantling is very simple and no part of the wall is destroyed. In this dissertation work, tests like water absorption test, dimensionality test, modulus of elasticity test, compression test on prisms, shear strength test on wallets are conducted for both interlocking block masonry and conventional brick masonry. The test results proved that interlocking block masonry gave better results than conventional brick masonry. Also, the design is being done to check the suitability of interlocking blocks in buildings and is found safe for up to G+4 storeys, that is interlocking blocks can be used for load bearing walls for up to 5 storeys. Keywords: Binding, interlocking blocks, mortar-less, grooves, water absorption, dimensionality, modulus of elasticity, compression, prisms, shear strength, wallets. Identification of Accident Spots and Their Control Measures Neethu Elizabeth John1 , Serin Issac2 1, 2Assistant Professor, Civil Engineering Department, New Horizon College of Engineering, Bengaluru, India Abstract: Road accidents are one of the main causes of death worldwide. About half a million people are killed in road related crashes every year throughout the world. Road intersections are often accident black spots. In areas with no prior experience of accident remedial work, many highway authorities in industrialized countries has found black spot treatment as an effective and straightforward measure before moving on to mass and route action plans. Accident analysis studies aim at the identification of high rate accident locations and safety deficient areas. In this study, effort has been made to identify the accident prone zones in and around Vizhinjam. For this purpose, the road accident data for the year 2013 pertaining to Trivandrum district, and of Vzhinjam for six years from 2008 to 2012 have been used. Accident particulars like date, location, type of vehicle involved, number of persons injured or died were collected. The road geometry was measured in the accident prone locations to find out the causes for the accident. Based on the result, suggestions are made to reduce occurrence of accidents in the future. Keywords: accident analysis, road markings, road signs and traffic signaling Department of Civil Engineering ƒ‰‡͹ʹ 252

‘’‡†‹—‘ˆƬ”‘Œ‡…–• Stabilization of expansive Kuttanad clay using lime treated rice straw fibres. Neethu Elizabeth John1 , Serin Issac2 1, 2Assistant Professor, Civil Engineering Department, New Horizon College of Engineering, Bengaluru, India Abstract : Reinforced earth technique is considered as an effective ground improvement method because of its cost effectiveness, easy adaptability and reproducibility. In All eppey district in Kerala, Rice Straw reinforced bunds are built between paddy fields. These bunds are used for transport of both men and vehicles. In this context, a detailed study is undertaken to study the effect of Rice Straw as a reinforcement material in Kuttanad clay used as a pavement material. The study is intended to investigate the strength behaviour of the soil reinforced with randomly included Rice Straw fibres. The samples were reinforced with untreated Rice Straw. The untreated Rice Straw was added to soil in addition with Lime also. The reinforced soil samples were then subjected to Unconfined Compressive Strength, Light Compaction and California Bearing Ratio tests to study the effect of fibre reinforcement on Kuttanad clay. Bio-enzyme stabilized soil as Pavement Subgrade Serin Issac1 1Civil Engineering, New Horizon College of Engineering, Bangalore, [email protected] Abstract— The pavements are subjected to premature failures in the form of rutting and fatigue failure. These are mainly attributed to increasing traffic. Also, cost effective roads are very vital for the economic growth of a country. There is an urgent need to identify new materials to improve the road structure and to expand the road network without involving much cost. When poor quality soil such as expansive soil is available at the construction site, the best option is to modify the properties of the soil so that it meets the pavement design requirements economically. This has led to the development of soil stabilization techniques. This study was conducted to stabilize Black Cotton (BC) soil which is highly expansive and undergo significant volume change i.e. swelling and shrinkage due to changes in water content. Stabilizing agent used in the study is Bio-enzyme, which is a natural, nontoxic, non-flammable, noncorrosive liquid enzyme formulated and fermented from vegetable extract, which improves the engineering properties of soil, facilitates higher soil compaction densities and increases stability. The dosage of Bioenzyme are taken as 200ml/m3 , 400ml/m3 , 600ml/m3 , 800ml/m3 and 1000ml/m3 in the soil sample and result are analysed from the laboratory tests after a curing period of 7 days. Optimum dosage of Bioenzyme is found out from laboratory tests. The tests which were carried out are the Atterberg’s limits, California Bearing Ratio (CBR) test, Unconfined Compressive strength (UCS) test and compaction test. The test results indicate that bio-enzyme stabilization improves the strength of BC soil up to great extent, which indicate the bearing capacity and the resistance to deformation increases in stabilized soil. Keywords— Bioenzyme, Black cotton soil, Atterberg’s limits, California Bearing Ratio. Department of Civil Engineering ƒ‰‡͹͵ 253

‘’‡†‹—‘ˆƬ”‘Œ‡…–• A COMPARATIVE STUDY OF THE EFFECT OF INFILL MATERIALS ON SEISMIC PERFORMANCE OF REINFORCED CONCRETE BUILDINGS Prakash A Nayakar New Horizon College of Engineering, Bangalore Abstract A reinforced concrete building with masonry infill is most common type of construction in India. Traditionally, conventional clay bricks or concrete blocks which are heavy rigid materials have been used as Infill wall. Though, AAC (aerated light weight concrete) blocks which are lightweight, flexible building materials that provides insulation and fire resistance and have lower impact on environment, can be used as masonry infill (MI) material in buildings. AAC blocks are now also available in India. A number of researchers have studied the behavior of AAC in-filled reinforced concrete (R/C) frames experimentally. The experimental result have shown that the AAC blocks infilled RC frame exhibits better performance subjected to lateral loads than that of conventional bricks infilled frames. The study of the effect of types of infill materials used on the performance of RC infilled frames is still limited. Hence in present report, comparative study of the effect of type of infill wall material on seismic response of structure has been presented. AAC blocks and conventional clay bricks materials are used for the comparison. To check the behavior of RC frames with both AAC block and conventional clay bricks infill, analysis has been done using ETABS. Three models are considered for comparison. One is bare frame, 2nd is infill frame and third is infill frame with open ground storey. To model the infill analytically, equivalent diagonal strut method is used. The ends of diagonal strut are pin jointed. Infill behaves like compression strut between column and beam and compression forces are transferred from one node to another. The analysis has been carried out for dead load (DL) live load (LL), and earthquake load. The results have shown that AAC block infill material behaves better under seismic loading than conventional brick. Index Terms: AAC block, Infill frame, Equivalent strut model Analysis of a multi storied building with and without shear wall Prakash A N, Assistant Professor, New Horizon College of Engineering, Bangalore, India, [email protected] Abstract: In the seismic design of a multi storey building, to ensure the stability against the lateral force caused by earth quake various methods are used, the most commonly used method is provision of shear wall to the building. The reinforced concrete shear wall is the most reliable method of construction of shear wall which make the structure resistant against lateral forces, as it imparts stiffness to the structure and provides enough strength which minimises the damages caused by the earthquake. In this paper three models are analysed one without shear wall and two with shear wall at different location, one at the corner and one with shear wall at the faces and core of the building through STAAD Pro. Keywords —Base Shear, Equivalent static method, Response Spectrum, Storey shear, Shear wall, STAAD Pro Department of Civil Engineering ƒ‰‡͹Ͷ 254

‘’‡†‹—‘ˆƬ”‘Œ‡…–• STUDY ON STRENGTHENING BY REHABILITATION OF CRACKED RC SLABS USING DIFFERENT FRP SHEETS UNDER IMPACT LOADING H N Jagannatha Reddy1 , Meghana A Patankar2 1Professor, Civil Engineering Department, Bangalore Institute of Technology, Bengaluru, Karnataka, India 2Assistant Professor, Civil Engineering Department, New horizon college of Engineering, Bengaluru, Karnataka, Abstract Today in the civil engineering industry, majority of buildings are designed to resist the impact and blast load due to increased terror attack. Existing concrete structures designed without consideration of impact load can be vulnerable. This Structure cannot be demolished and re constructed again since it is uneconomical. Hence the best way is to rehabilitate the structure which is damaged. In this study 10 slabs of size 600mm x 600mm x 60mm of grade M20 were cast. Two slabs were cast as control specimen and were subjected to impact loading till its failure. Remaining slabs were subjected to impact loading up to its first crack and were rehabilitated by wrapping with different FRP sheets. The performance of rehabilitated RCC slabs under impact loading was studied in comparison with the control slabs and the increase in Impact resistance was determined. Keywords:- Rehabilitation, Wrapping Fibers, Impact Loading Comparative Study on InterlockingBlock Masonry and Conventional Brick Masonry under Different Experimental Investigations 1 Meghana A Patankar, 2 Ankith Gowda, 3 Sandeep TD 1Assistant professor, New horizon college of Engineering 2Assistant Engineer, Indian Space Research Organization 3 Assistant professor, New horizon college of Engineering [email protected], 2 [email protected], 3 [email protected] Abstract Masonry in general is the construction of structure by using individual units which are laid and mortar is used for binding those units. One of the high durable types of construction is masonry. The common masonry materials are burnt clay bricks, stones such as marble, granite, concrete blocks, stabilized earth blocks, etc. The most commonly used masonry units are burnt clay brick (conventional brick) and concrete blocks. Interlocking blocks are the new improved innovative structural components used for construction of buildings which initiates mortar-less construction. These blocks can be produced both by mechanically as well as manually. These blocks bring about economical production, reduction in cost of labour and utilization of abundantly available materials for construction of structures for both urban and rural development. These blocks have grooves which lead to proper fixing of blocks (blocks will be locked on either side since grooves are provided). The assembling of these blocks does not require skill and can be assembled faster with high efficiency. In temporary structures, the dismantling is very simple and no part of the wall is destroyed. In this dissertation work, tests like water absorption test, dimensionality test, modulus of elasticity test, compression test on prisms, shear strength test on wallets are conducted for both interlocking block masonry and conventional brick masonry. The test results proved that interlocking block masonry gave better results than conventional brick masonry. Also, the design is being done to check the suitability of Department of Civil Engineering ƒ‰‡͹ͷ 255

‘’‡†‹—‘ˆƬ”‘Œ‡…–• interlocking blocks in buildings and is found safe for up to G+4 storeys, that is interlocking blocks can be used for load bearing walls for up to 5 storeys. Keywords: Binding, interlocking blocks, mortar-less, grooves, water absorption, dimensionality, modulus of elasticity, compression, prisms, shear strength, wallets. Experimental Investigations on Effect of Alccofines and Microsilica on Durability Properties of High Performance Concrete-A Comparative Study 1 Meghana A Patankar, 2 Sandeep Td 1 Assistant professor, New horizon college of Engineering 2 Assistant professor, New Horizon College of Engineering. [email protected], [email protected] Abstract Large scale production of cement is affecting environment due to enormous emission of CO2 This has led to use industrial by-products as supplementary cementitous materials in making concrete. The main parameters in this research investigation is comparison of addition of micro silica and alccofine in production of High Performance Concrete by keeping maximum cement content 450kg, water bonder ratio of 0.32 , slump of fresh concrete 100 ± 10mm as constant for all mixes used, Both microsilica as well as Alccofine were added separately to concrete mix as a partial replacement to cement by 5% ,10% and 15% respectively for comparative study in production of high performance concrete. The present experimental investigation includes detailed comparative studies using microsilica and alccofine on hardened properties of High Performance concrete like: compressive strength, water permeability, rapid chloride penetration test and modulus of elasticity. From experimental result it is seen that addition of microsilica perform better than alccofine in concrete mix Keywords: Supplementary cementitious material, Microsilica, Alccofine, High performance concret , Strength and durability test. Mineral chemistry and Thermobarometry of Metapelites from Bandihalli area, Tumkur district, Karnataka. Dr. N. Mahesha Department of Civil Engineering, New Horizon College of Engineering, [email protected] Abstract— This paper mainly focuses on compositional studies on biotite, cordierite, garnet and orthoamphibole of Metapelites from Bandihalli area to understand the petrogenetic significance and to quantify the pressuretemperature conditions of metamorphism. Different types of Fe-Mg exchange thermometers like garnet-biotite and garnet-cordierite thermometers are used to deduce the temperature conditions of metamorphism. Keywords— Metapelites, Thermobarometry, Mineral chemistry, Cordierite, Garnet Department of Civil Engineering ƒ‰‡͹͸ 256

‘’‡†‹—‘ˆƬ”‘Œ‡…–• Provenance signatures from whole rock Geochemistry of Archaean Metapelites from Eastern Dharwar Craton, Southern India. Dr. N. Mahesha Assistant Professor, Department of Civil Engineering, NHCE-Bangalore, India, [email protected] Abstract— In this paper an attempt has been made to present the major, trace and REE geochemistry, whole rock Sm-Nd and Rb-Sr isotope data of metapelites from different localities (Pavagada, Bidaloti, Bandihalli and Duntur) in the Eastern Dharwar Craton, in order to characterize the nature of provenance, weathering conditions, tectonic settings and crustal evolution. Major elements, trace element contents, Rb/Sr, Th/U, Zr/Y, Th/Sc, Nb/Ta, Zr/Hf, Cr/Ni, Ni/Co, Cr/Y, Eu/Eu* ratios and REE patterns of the studied metapelites indicate their derivation from provenance comprising varying proportions of ultramafic-mafic-intermediate source. Highly variable CIA and CIW values with low contents of Ca and Na indicate variable and locally moderate to intense weathering of the source rocks. On La/Sc Vs Ti/Zr, Co -Th- Zr/10, Sc-Th-Zr/10 and Th-La-Sc discriminating plots, the studied metapelites plot within the oceanic island arc and continental island arc fields, confirming the Arc provenance for the studied metapelites. The studied metapelites defines negative εNd values at 3000 Ma with TDM Nd model ages ranging from 3400 to 3600 Ma implies that their sources were derived from exotic sources localized outside the Dharwar craton (Today exposed terrains in western Australia, southern Africa or Antarctica) as all those fragments were once part of a supercontinent. Keywords— Metapelites, Eastern Dharwar Craton, Geochemistry, Provenance, Island arc, Supercontinent Nanotechnology for Water Treatment - A Review 1Mrs. Vandana Patyal, 2Dr. Geetha Varma 1, 2Sr. Assistant Professor, New Horizon College of Engineering, Bangalore, India, 1 [email protected], 2 [email protected] Abstract: New concepts and technologies are fast replacing the traditional methods of water treatment. Nano materials are well suited for water purification, disinfection and waste water treatment application as they have a very large specific surface area. Water is having a very essential role for vitality of life on earth and its treatment is very much required for day to day life. Nanotechnology is the study of manipulating matter on an atomic and molecular scale dealing with developing materials, devices, or other structures sized from 1 to 100 nanometers.We provide an overview of recent advances in nanotechnologies for water and wastewater treatment. The major applications of nanomaterials are critically reviewed based on their functions in unit operation processes. Keywords: Carbon nanotubes, nanofiltration, nanotechnology, water treatment Department of Civil Engineering ƒ‰‡͹͹ 257

‘’‡†‹—‘ˆƬ”‘Œ‡…–• EFFICACY OF CEMENT ON STABILIZATION OF GRAVEL SOILS AS ROAD CONSTRUCTION MATERIAL Kommajosyula Sharmila Assistant Professor, Department of Civil Engineering, New Horizon college of Engineering, Bangalore, Karnataka, India Abstract - The vehicle load transfer mechanism can be efficiently managed by the inter- connecting layers and their characteristics. The top layers should be strong enough to take care of vehicle stresses; one such is Base- course. Usually Basecourse materials are natural soils like gravels, sands, stone particles, etc. Gravel soils in large quantity can be popularly used as Sub Base, Base-course materials in the construction of pavements. When the gravel soil possess considerable amount of fines (silt and clay), they take moisture and deform under loading. To reduce the excess deformations of the gravel soils under saturation and to increase the strength and durability, stabilization is one of the techniques to be adopted and cement can be chosen as stabilizer. Different percentages of cement (OPC 53 grade) were added to gravel soils and tests were conducted to assess compaction and strength characteristics. By addition of cement, compaction characteristics are improved thereby improving the California Bearing Ratio (CBR) values. Hence by addition of 2-3% cement to gravel soils makes them suitable to meet the requirements of Ministry of Road Transport and Highways (MORTH) specifications as Base- course material. Key Words: Base- course, Deform under loading, Stabilization, Strength, Durability, Compaction, Addition of cement. MORTH A Study on the Utilization of Cement-Sand Mixes on Red Soils as Sub-Base and Base Course Materials Kommajosyula Sharmila1 1Assistant Professor, Department of Civil Engineering, New Horizon College of Engineering, Bangalore, Karnataka, India Abstract: The inter-connecting layer and their composition and characteristics can efficiently manage the load transfer mechanism. Red soil is clayey sand with low clay building particles which lose its strength on saturation. When structures like roads and embankments constructed on these soils subjected to distress and requires a lot of maintenance. In order to improve the strength and stability characteristics of red soil for supporting the road traffic, cement stabilization was proposed. In this process sand and cement have selected as a stabilizer to improve quality of red soil. From the test results, it is defined that as the percentage of Sand is increasing plasticity index and other characteristics are changing. It is further studied that the use of stabilized red soil as Base coarse material, cement has been added to improve strength characteristics. In this connection various percentage of cement was added to red soil, red soil- Sand mixes and compaction and strength and CBR characteristics are studied. Addition of cement rapidly increases CBR values. Addition of 20-30% of Sand and 2 percent of cement yielded high CBR values which are greater than 30 can be used as Sub-Base course material. Addition of 20-30% of Sand and 4 % of cement yielded high CBR values > 60 % can be used as Base-course material. Keywords: Stabilization, Base-course material, Stabilizer, Strength Characteristics, Inter-connecting layers Department of Civil Engineering ƒ‰‡͹ͺ 258

‘’‡†‹—‘ˆƬ”‘Œ‡…–• Identification of Accident Spots and Their Control Measures Neethu Elizabeth John1 , Serin Issac2 1, 2Assistant Professor, Civil Engineering Department, New Horizon College of Engineering, Bengaluru, India Abstract: Road accidents are one of the main causes of death worldwide. About half a million people are killed in road related crashes every year throughout the world. Road intersections are often accident black spots. In areas with no prior experience of accident remedial work, many highway authorities in industrialized countries has found black spot treatment as an effective and straightforward measure before moving on to mass and route action plans. Accident analysis studies aim at the identification of high rate accident locations and safety deficient areas. In this study, effort has been made to identify the accident prone zones in and around Vizhinjam. For this purpose, the road accident data for the year 2013 pertaining to Trivandrum district, and of Vzhinjam for six years from 2008 to 2012 have been used. Accident particulars like date, location, type of vehicle involved, number of persons injured or died were collected. The road geometry was measured in the accident prone locations to find out the causes for the accident. Based on the result, suggestions are made to reduce occurrence of accidents in the future. Keywords: accident analysis, road markings, road signs and traffic signaling Foot over Bridge at East Fort Neethu Elizabeth John Assistant Professor, Department of Civil Engineering, New Horizon College of Engineering, Bangalore E mail – neethuejohngmail.com Abstract— Pedestrian accidents are one of the main causes of death worldwide. The neglect is now resulting in 20,000 deaths and more than one lakh injuries every year in India. Enactment of suitable legislation to protect pedestrians, integration of pedestrian facility in highway projects and pedestrian education are necessary steps to enhance the safety on road. Many countries have their own design specifications and standards for pedestrian facilities. Footpaths have become narrow due to widening of roads to accommodate vehicles and in some busy areas they do not exist. People cross the roads with great difficulty. Therefore, proper foot over bridges has to be provided. In this study, effort has been made to identify the pedestrian traffic demand at East Fort (Bus terminal – Railway station) area at Thiruvananthapuram, owing to its high congestion, poor crossing facilities, great risk of accidents, difficulty to catch the bus or train on time, high pollution and its need for pedestrian safety. A steel lattice girder type foot over bridge is recommended for this site. The main truss, roof truss and other components such as floor, top and bottom chord members, vertical and diagonal members, supporting beam, cross beam, stair, column, diagonal braces and slab base was designed and checked for safety. Keywords— Pedestrian crossing, foot over bridge, steel lattice girder Department of Civil Engineering ƒ‰‡͹ͻ 259

260 CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA Dr. W. AMARNATH*, Dr. K. GOPALAKRISHNAN^, Dr. M. S. GANESHA PRASAD@ Dr. J. RAMKUMAR$ and Dr. NIRANJAN# #Head, Centre for Innovations, New Horizon College of Engineering, Bangalore. He also Filled Patent On this Model at Chennai ^Dean (R&D), @Dean (Mechanical) and HoD, Department of Mechanical Engineering, #Professor & HoD, Department of Civil Engineering, New Horizon College of Engineering, Bangalore $Associate Professor, Department of Mechanical Engineering, IIT-Kanpur INDRODUCTION: The Indian continent is dependent on the NORTH EAST and the SOUTH WEST monsoons. The NE monsoon prevails over the north eastern states including ORRISA, ANDHRA PRADESH, TAMILNADU, PONDICHERRY and parts of KARNATAKA, and the SW monsoon prevails over states from GUJARAT to KERALA and parts of KARNATAKA and ANDHRA PRADESH and north eastern states. India’s only perennial river GANGES provides fresh water from the melting glaciers of the Himalayas. River BRAHMAPUTRA floods ASSAM and the neighbouring states during the NE monsoon due to heavy rains. CHALLENGES: Due to the vagaries of nature, we in India suffer either due to FLOODS (excess of rain) or no rain causing severe DROUGHT. To augment this unpredictable monsoon and to provide fresh water to all the states of India, many plans have been discussed and discarded due to the challenges faced. The fresh water could either be from the river Ganges or the flood waters due to excess rain. One of the challenges in diverting the Ganges water to South India is the DECCAN PLATEAU which is an average 500 meters high. To overcome this height the water needs to be pumped up which will then flow down due to gravitational force. This pumping can only be achieved in stages and to pump the water, we need transmission lines and sub stations for the use of electricity. Electrical energy can be generated downstream, but the power generated will be lesser than the power required for pumping the water up the gradient. Currently there is a shortage of electricity in our country and the additional demand will strain the existing system. To channel the water, canals need to be cut in the rocky face and also on the land. To do so, the canals need to be aligned and this would go through existing villages or mountain ranges. Tunnels and canals could be built at an enormous cost after completion of the land acquisition, but the land acquisition and cash compensations for rehabilitation of the villagers will cripple such a mega project due to cash flow and the time frame. Another constraint is the large volume of water that would be lost due to EVAPORATION and SEEPAGE along its course. ALTERNATE METHOD: As an alternative, the innovative method of transportation of the Ganges or the flood waters will be, via AQUA DUCTS laid on the sea bed along the coat of India.

261 METHODOLOGY: During heavy monsoon, the flood water flows into the sea and is wasted. This methodology is to divert the flood water into FEEDER TANKS and is transported via aqua ducts laid on the sea floor to a GARLAND OF TANKS built along the sea coast OR in the sea for distribution. Similar tanks are built near the estuary of the rivers, or in the sea with provision to filter the debris that is usually carried by the flood waters including loose earth. The feeder tanks are built with more than one outlet at the bottom (approximately 30 mts. below the ground level) with slew gates to regulate the water. Large diameter (10 feet or more) co extruded pipes are fitted to these outlets and the same is laid on the sea floor and connected to the next RESERVOIR TANK built on the land or sea about 50 Km. or as per the need. When the flood water flows into the first tank (Feeder Tank), the water will flow into the aqua ducts at the bottom and travel to the next tank (either north or south) and fill the tank (due to atmospheric pressure). The pipes are laid on the sea bed at approximately 30 feet depth, so that it does not interfere with either shipping lines or fishing boats or the sand can be dredged and the pipe line concealed. The pipes are anchored to the sea floor with suitable concrete anchoring device. The flood water that flows into the first tank will never fill the tank as the water keeps flowing into other tanks through the network of pipes and tanks thus maintaining the same level throughout the garland of tanks. As such, if a tank near Bengal starts to fill up, the water will travel all the way to Gujarat and all the tanks will fill up simultaneously. Likewise if water flows into a tank near Gujarat the same will travel to Bengal and all the tanks will fill up simultaneously. By providing a spill off at the intermediary tanks regulated by slew gates, the rising water can be drained into inland irrigation canals for agricultural use all along the sea coast. In practice no tank will fill up and the water will never flood an area. This system also acts as a FLOOD CONTROL SYSTEM. The water in the reservoirs can be lead to filtering tanks and treated for drinking water. This system when in place will ensure PREVENTION OF FLOODS, SAVING FRESH WATER and transportation of the same to other states and put to irrigation use and for augmenting DRINKING WATER SUPPLY. During the SW monsoon the tanks on the south west coast of India will feed on the flood or excess water and transport the same to the southern states on the eastern coast, similarly during the NE monsoon, the tanks on the eastern coast of India will feed and transport the water to the western coast. The water flows in both directions due to the atmospheric pressure and the principle is in using the mean sea level to maintain the level of water in the tanks along the coast. India has a geographical advantage to commission such a system since the western coast at Mumbai is only 30 cms higher than the eastern coast at Paradeep. NO electricity or energy other than ATMOSPHERIC PRESSURE is used in transporting the excess flood water along the coast of India, thus providing water throughout the year AT NO COST once the infrastructure is in place. In the event of both the monsoons failing, the water from the Ganges or Brahmaputra will be fed into the feeder reservoir to provide fresh water all through the year thus providing additional water for irrigation and for human consumption 24 x 7 x 365 days,

262 PILOT PROJECT: As a pilot project this methodology can be tried in Tamilnadu by transporting the excess ground water from the Veeranam lake to Cuddalore and from Cuddalore the water is fed to the FEEDER TANK and the water transported to MAHABALIPURAM, and connected to tanks at THIRUVANMYUR and ENNORE which are approximately 50 to 60 Km away. This pilot project can later be linked to other states to form the garland of tanks in the manner first explained. Similar areas can also be identified and water can be transported in other states. Water can also be taken from the Indian mainland to Andhaman and Nocobar islands.

Some expert advice is needed to verify the rate of flow of water in the pipes depending on the pressure of the water in the tanks. CONSTRUCTION OF TANKS: Suggested Length x Breadth x Depth: 100 Mts x 100 Mts x 30 Mts. MANUFACTURE OF PIPES: The extrusion of pipes can be manufactured on board a ship and will be laid on the sea floor as the pipe is extruded. This method will save handling and transportation charges as the length of the pipes will be kilo meters long. The raw material for the manufacture of the pipes will either be reached to the ships by motor boats or by helicopters. Note: Underwater tunnels to provide vehicular transportation has already been tried and tested in the world under severe conditions, and our project would not be a challenge to our country, on the other hand it would put our country on the global map as being the first to conserve water and to implement a system to fight flood control and in increasing potable water for human consumption, increase in acreage for cultivation in an innovative methodology. 263

REVIEW OF LITERATURE AND BEST PRACTICES ACROSS THE WORLD-CASE STUDIES: CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 CONFIDENTIAL – PATENT FILED #378/CHE/2007 Construction of Pipe lines To connect The Tanks near Estuary INLAND FEEDER TANKS OFF SHORE FEEDER TANKS 264 CONSERVATION & TRANSPORTATION OF FRESH WATER CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 CONFIDENTIAL – PATENT FILED #378/CHE/2007 Manufacture Large Diameter Of Large Corrugated Pipes Diameter Pipes

CONSERVATION & TRANSPORTATION OF FRESH WATER CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 CONFIDENTIAL – PATENT FILED #378/CHE/2007 Inland Canals Flood Gates With Slew Gates Mega Projects Executed On Land and Under Sea 265 CONSERVATION & TRANSPORTATION OF FRESH WATER CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 CONFIDENTIAL – PATENT FILED #378/CHE/2007 Storage Silos JAPAN TokSyo’s for wheat storage Major Tourist Attraction Height (each) 52 m 50 Meters Internal diameter 7 m Below Ground Level Wall thickness 25 cm Extends 6.3 Km Capacity in Tons 1,350 Construction Time 8 Months High concrete surface

CONSERVATION & TRANSPORTATION OF FRESH WATER CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 CONFIDENTIAL – PATENT FILED #378/CHE/2007 SILOS 5 # SILOS 5 # Height 65m Height 65m DiameterS 32m DiameterS 32m Below Surface 50m Below Surface 50m 1,00,000 CuM (each) 1,00,000 CuM (each) TANKS TANKS Height 25m Height 25m Length 177m Length 177m Width Width 78m 78m 3,50,000 CuM 3,50,000 CuM 266 G Cans – Japan’s Underground drainage system – 2.6 B $ G Cans – Japan’s Underground drainage system – 1993 -1996 Connected to 78 10MW pumps that can pump up to 200 CuM of water per second Connected to 78 - 10MW pumps that can pump up to 200 Cum of water per second (53,000 Gallons per second) CONSERVATION & TRANSPORTATION OF FRESH WATER CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 CONFIDENTIAL – PATENT FILED #378/CHE/2007 SILOS 5 # Design of Under sea tunnel Height 65m In English Channel DiameterS 32m Two 25 feet Dia tubes Below Surface 50m For trains and One 16 feet Dia 1,00,000 CuM (each) Service Tunnel 300 feet below sea level TANKS Height 25m Length 177m Width 78m 3,50,000 CuM G Cans – Japan’s Underground drainage system – 1993 -1996 Connected to 78 - 10MW pumps that can pump up to 200 Cum of water per second (53,000 Gallons per second)

CONSERVATION & TRANSPORTATION OF FRESH WATER CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 CONFIDENTIAL – PATENT FILED #378/CHE/2007 Cross Sectional View RAIL TUNNEL Under Sea Rail links A. Main Rail Tunnel Comparison B. Service Tunnel C. Cross Passenger Link Working Depth and Pressure D. Piston Relief Ducts Main Tunnel 24 Feet Dia Suggested Pipes at 100 feet Below Sea Level - Pressure @ 3.9 atm Chunnel at 250 feet Below Sea Level - Pressure @ 8.4 atm Suggested Pipe line Seiken at 790 feet Below Sea Level - Pressure @ 24.8 atm For Transportation PROPOSED Of Fresh Water WATER PIPES Along the Coast of India 10 Feet Dia Pipes 267 CONSERVATION & TRANSPORTATION OF FRESH WATER CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 CONFIDENTIAL – PATENT FILED #378/CHE/2007 Under Sea Rail Links Under Sea Rail Links Existing Under Sea Rail Links Existing Under Sea Rail Links Depth Total Length Year Cost Under the Sea Euro Chunnel – Connecting France and England Seiken Tunnel – Connecting Honshu and Hokkaido Euro Chunnel - 250 Ft 50.50 Km 1994 14 .0 B $ Seiken Tunnel - 790 Ft 53.85 Km 1988 03.6 B $ Proposed Under Sea Rail Links Proposed Under Sea Rail Links Japan and South Korea China and United States of America Japan and South Korea China and United States of America

CONSERVATION & TRANSPORTATION OF FRESH WATER ALONG THE COASTAL REGION OF INDIA – Two way Flow CONFIDENTIAL – PATENT FILED #378/CHE/2007 WORLD’S UNDER SEA TUNNELS IN EXISTANCE TOP TEN STUNNELS 1. SEIKAN TUNNEL 53.9 Km 1998 JAPAN IN EXISTANCE 1994 ENGLAND / FRANCE 2. CHUNNEL TUNNEL 37.9 Km 1997 JAPAN 1980 NORWAY 3. TOKYO BAY TUNNEL 15.0 Km 2007 NORWAY 1999 NORWAY 4. BOMLAFJORD TUNNEL 7.8 Km 1886 UNITED KINGDOM 1982 NORWAY 5. EIKSUND TUNNEL 7.7 Km 1992 AUSTRALIA 6. N. CAPE TUNNEL 6.8 Km 1843 UNITED KINGDOM 7. SEVERN TUNNEL 3.6 Km 8. VARDO TUNNEL 2.9 Km 9. SYDNEY TUNNEL 2.8 Km 10. THAMES TUNNEL 0.4 Km 268 CONCLUDING REMARKS AND PROPOSAL FOR FEASIBILITY STUDY AND PILOT STUDY: The novel concept of conserving fresh water and also transporting to long distance along the coast ensuring two directional flow (Gujarat to West Bengal or West Bengal to Gujarat as per the Flooding/Monsoon) of water as proposed and patented by Dr.W.Amarnath, need to be scientifically studied with the help of domain experts. Hence, we wish to organise a brainstorming session with identified experts and also develop a proposal for Feasibility Study and then to conduct a Pilot Study with the help of Science and Engineering Research Board (SERB) and R&D Division, Central Water Commission, Ministry of Water Resources, Government of India. x Request for Support to Organise Brainstorming Session at Bangalore: Proposed Dates: 2nd or 3rd Week of October 2016 Proposed Budget: Rs.3-5 Lakhs (20-30 Experts to be Invited) 2-3 Days Event x Development of Proposal for Feasibility Study: November 2016 Proposed Budget: Rs.3-5 Crores (9-12 Months) x Pilot Study and Site Analysis: Rs.5-7 Crores (Data Collection, Modelling and Simulation Studies) x Implementation: Public-Private-Partnership Mode (Respective State Government can Implement within their State with the help of Central Government. Interstate Connectivity of tanks will be Done by Central Water Commission For more Details, Contact Persons: Dr.W.Amarnath (M: 9884098864) and Dr.K.Gopalakrishnan (M: 9845173730)

New Horizon College of Engineering: Department of Civil Engineering Details of Google Scholar ID Link / Web of Science ResearcherID / Scopus Author ID / ORCID ID / Vidwan ID with NHCE Affiliation Sl. Name of the Designation Mobile No Email- Id Google Scholar ID Link with NHCE Affiliation Web of Science Scopus ORCID No. with NHCE Vidwan-ID No Faculty ResearcherID Author ID Affiliation with NHCE 178104 1 Dr. Niranjan P S Professor 9845788345 [email protected] https://scholar.google.co.in/citations?hl=en&user=dx7eKo8AAAAJ ABB-9394-2020 Affiliation 0000-0002-2242-5734 178116 & HOD 9008604236 dr.jagadeeshcb@newhorizonindia. https://scholar.google.com/citations?user=jUW1AfAAAAAJ&hl=en ABB-5744-2020 0000-0001-9047-3597 178330 2 Dr. Jagadeesh C B 9663758660 edu https://scholar.google.co.in/citations?user=q2CICWEAAAAJ&hl=en ABB-9473-2020 NIL 0000-0002-3972-1775 178024 Professor [email protected] W-6018-2019 NIL 178192 3 Mr. Surendra B V ABB-5113-2020 NIL 0000-0003-2244-5636 174839 Associate ABB-4084-2020 57112703600 177972 4 Dr. Geetha Varma Professor 9739293202 [email protected] https://scholar.google.com/citations?user=6BQ_gIoAAAAJ ABB-9481-2020 57192307373 0000-0003-0336-0039 175320 9945977220 https://scholar.google.com/citations?user=7Kkr9wgAAAAJ&hl=en ABC-1192-2020 NIL 0000-0002-9033-8288 178317 5 Dr. Vinay Kumar B Associate 8056244064 [email protected] https://scholar.google.com/citations?user=qOucCHUAAAAJ&hl=en ABB-9462-2020 26032587600 0000-0002-4233-2279 178158 M Professor 9900934756 du https://scholar.google.co.in/citations?user=-fsSJcUAAAAJ ABB-9427-2020 NIL 0000-0002-6281-1330 178328 dr.natchimuthus@newhorizonindia ABC-1186-2020 NIL 0000-0001-9136-5328 178052 6 Dr. Natchimuthu Associate .edu ABC-1217-2020 NIL 0000-0003-2265-5190 178251 Subramani Professor ABC-1198-2020 NIL 0000-0001-7788-9870 178155 Associate [email protected] ABB-9542-2020 NIL 0000-0002-9032-6930 178171 7 Dr. N Mahesha Professor ABB-9495-2020 NIL 0000-0002-3846-8683 178006 Associate ABC-1233-2020 NIL https://orcid.org/0000- 178053 8 Dr. Giri Prasad C Professor 7981757735 [email protected] https://scholar.google.com/citations?user=u2adqmoAAAAJ&hl=en ABC-1178-2020 NIL 178051 Sr Asst ABC-1234-2020 NIL 0002-3813-793X 178136 9 Mr. Satish D Professor 9886000035 [email protected] https://scholar.google.com/citations?user=kqw0zZkAAAAJ ABC-1221-2020 NIL https://orcid.org/0000- Sr Asst NIL 178126 269 10 Mr. Rajendra T N Professor 7411633345 [email protected] https://scholar.google.co.in/citations?user=_hk9MdcAAAAJ&hl=en ABB-9494-2020 NIL 0003-2811-6120 Sr Asst 0000-0002-0032-2929 177747 11 Mr. Sudhakar G N Professor 9164860728 [email protected] https://scholar.google.co.in/citations?user=QNXNXGoAAAAJ&hl=en 57207687982 0000-0003-3328-0267 178228 Sr Asst 0000-0003-1682-9115 12 Ms. Ramya H S Professor 8511114353 [email protected] https://scholar.google.com/citations?user=idSB2kQAAAAJ https://orcid.org/0000- Sr Asst 13 Ms. Suma Parlada Professor 9739896664 [email protected] https://scholar.google.co.in/citations?hl=en&user=wMN3IFgAAAAJ 0002-0328-071X Sr Asst 0000-0001-9750-3357 14 Ms. Swetti Jha Professor 9916109384 [email protected] https://scholar.google.com/citations?user=7-4nEaIAAAAJ Assistant 15 Ms Snehal R Professor 8197522350 [email protected] https://scholar.google.co.in/citations?user=ZS8EnJcAAAAJ&hl=en Assistant 16 Ms. Serin Issac Professor 9633740988 [email protected] https://scholar.google.co.in/citations?user=hpOmux0AAAAJ&hl=en Assistant 17 Mr. Nitish Kumar K Professor 7259979243 [email protected] https://scholar.google.co.in/citations?user=8G7jenYAAAAJ&hl=en Assistant 18 Mr. Prakash A N Professor 7665826677 [email protected] https://scholar.google.co.in/citations?hl=en&user=-r8UJL0AAAAJ Assistant channabasava@newhorizonindia. https://scholar.google.com/citations?hl=en&user=wlYG-GQAAAAJ 19 Mr. Channabasava Professor 9844468028 edu https://scholar.google.com/citations?user=ZSUYtz4AAAAJ&hl=en Assistant 9743898182 [email protected] https://scholar.google.co.in/citations?user=k45PW_gAAAAJ&hl=en 20 Mr. Yogesh K S Professor / [email protected] 21 Mr. Rahul N K Assistant 9015649339 ABB-9350-2020 57201429756 0000-0003-1114-3288 22 Ms. Geethu V Professor 8762787931 0000-0001-8585-1354 Assistant 8129733903 [email protected] https://scholar.google.com/citations?user=6itimw8AAAAJ&hl=en ABB-9480-2020 NIL Professor Assistant Professor



KARNATAKA STATE COUNCIL FOR SCIENCE AND TECHNOLOGY Indian Institute of Science Campus, Bengaluru – 560 012 Website: http://www.kscst.iisc.ernet.in/spp.html || Email: [email protected] || Phone: 080-23341652, 23348840/48/49 44th Series of Student Project Programme: 2020-21 List of Student Project Proposals Approved for Sponsorship 109. NEW HORIZON COLLEGE OF ENGINEERING, BENGALURU Sl. PROJECT PROJECT TITLE BRANCH COURSE NAME OF THEGUIDE(S) NAME OF THE STUDENT(S) SANCTIONED No. REFERENCE No. AMOUNT (IN Rs.) 698. 44S_BE_0042 ELECTRIC VEHICLE CHARGING STATION MECHANICALENGINEERING B.E. Dr. M S GANESHPRASAD Mr. AASHISH A JOSHI, Mr. HARIRAM THARAKARAM ARNI,Mr. K M VISHAL 6000.00 SOMAIYA, Mr. MUBASHIR HUSSAIN 7000.00 8000.00 699. 44S_BE_0049 PERFORMANCE AND EXHAUST ANALYSIS OF ULTRASONIC MECHANICALENGINEERING B.E. Mr. RAVI KUMAR M Mr. P H ARVIND SHARMA, Mr. AMEET GURURAJ NANAVATEMr. AKASH 5000.00 TRANSESTERIFIED BLENDS OF PONGAMIA OIL WITH BIODIESEL HEGDE, Mr. PRASHANTH J 6000.00 7000.00 700. 44S_BE_0051 DESIGN AND FABRICATION OF COST EFFECTIVE AGRICULTURAL MECHANICALENGINEERING B.E. Mr. VEERESHA G Mr. R SUJAY Mr. SANDEEP M, Mr. K BHASKAR REDDY 6000.00 MACHINE Mr. SUDARSHAN REDDY K R 3000.00 701. 44S_BE_0052 DESIGN AND FABRICATION OF PLASTIC EXTRUSION MODEL MECHANICALENGINEERING B.E. Dr. RAGHU TILAKREDDY Mr. ANANTHAKRISHNAN JMr. ADHARSH K 3000.00 Mr. DEVARAJ J, Mr. KIRAN KUMAR D J 4000.00 702. 44S_BE_0054 KITCHEN WASTE WATER HARVESTING MECHANICALENGINEERING B.E. Prof. MEGHA SHUKLA Mr. VISHNU V Mr. DARSHAN AL 3500.00 Mr. RITIK KUMAR SINGHMr. KISHLAY KUMAR 5500.00 5000.00 703. 44S_BE_0055 DESIGN & PERFORMANCE ANALYSIS OF PV SOLAR DRYER FOR MECHANICALENGINEERING B.E. Prof. RAVI KUMAR MDr. Mr. VIGNESH KUMAR S Mr. VEDEESWARAN D Mr. SONIC 4000.00 RETENTIONOF VITAL NUTRIENTS IN FRUITS/VEGETABLES M S GANESHA PRASAD SOMANNA P K, Mr. SARAVANA S 2000.00 704. 44S_BE_0059 FILTRATION OF BACTERIA/VIRUS IN AIR CONDITIONING SYSTEM OF AUTOMOBILEENGINEERING B.E. Mr. KARTHIK A V Mr. CHANDAN K SMr. AVINASH B 5000.00 AUTOMOBILES Mr. SIRIGI REDDY YASHWANTHREDDY, Mr. CHENNAVARAM MAHESH 705. 44S_BE_0064 ACOUSTIC ECHO CANCELLATION FOR E-LEARNING PLATFORM - INFORMATIONSCIENCE AND B.E. Dr. R.J. ANANDHI Ms. G S NITHYASHREE, Mr. ANEESH MOHAN KUMAR ಪ ಧ ರದ ENGINEERING Mr. ASHWIN VENKATAKRISHNANMr. S. KARTHIK FEATURE LEARNING AND ANALYSIS OF PRE EXISTING INFORMATIONSCIENCE AND B.E. Dr. R J ANANDHI Ms. SOWJANYA C V Ms. SHAMI KATARAKI 706. 44S_BE_0071 CONDITIONS PRONE TO COVID VIRUS DURING SECOND WAVE ENGINEERING Dr. SUPRIYA SURESH Ms. SHARMISTHA CHITRANSHMs. ANEJA S P USING BINARY MARKOV RANDOM FIELDS 707. 44S_BE_0082 3 Øರ ತ : 3D PRINTED MODEL FOR TOOTHBRUSH INFORMATIONSCIENCE AND B.E. Dr. R J ANANDHIMrs. K Mr. VISHNU VARDHAN REDDYMr. HITESH SUHAS ENGINEERING M BILVIKA Mr. MOHAMMED OWEZMr. HIMANSHUBHATT WITHTOOTHPASTE POUCH FOR ELDERLY COMPUTER SCIENCE AND Mr. S SRIRAM Ms. ROSHINI S 708. 44S_BE_0095 SHILLELAGH – THE SMART STICK ENGINEERING B.E. Ms. DEEPTI RAI Ms. PREMALATHA D 709. 44S_BE_0099 SOLAR REFRIGERATOR FOR PORTABLE REFRIGERATION ELECTRICAL AND ELECTRONICS B.E. Dr. VINOTH KUMAR K Mr. M SAI RAGHURAM AMOGHMs. K SHRIYA REDDY ENGINEERING Mr. K SAI HEMANTH REDDYMr. THAMIMULLA 710. 44S_BE_0101 IMPLEMENTATION OF SMART E-VEHICLE CHARGING STATION ELECTRICAL AND ELECTRONICS B.E. Dr. VINOTH KUMAR K Mr. VINITH G A, Ms. PRAGATHI PRAKASHMs. MEGHANA I L POWERED BYRENEWABLE ENERGY ENGINEERING Ms. DIVYA S V 711. 44S_BE_0102 A COLLABORATIVE ROBOT TO SERVE PATIENTS AND TO ELECTRICAL AND ELECTRONICS B.E. Dr. SINGARAVELAN A Mr. P SRIDARANMs. POOJA V Mr. SRIRAM SP COLLECTINFECTIOUS WASTAGE AT THE ISOLATION WARD. ENGINEERING B.E. Prof. ROOPA C Ms. SARIKA M 712. 44S_BE_0104 A NOVEL FAULT TOLERANT SOLUTION FOR UNDERGROUND ELECTRICAL AND ELECTRONICS Ms. VANDITA MANOHARMr. MUHAMMAD MAAZ TRANSMISSIONSYSTEM MONITORED BY GSM ENGINEERING 713. 44S_BE_0107 AI BASED SMART MIRROR USING RASPBERRY PI ELECTRICAL AND ELECTRONICS B.E. Mrs. GUNAPRIYA Mr. SHAUN PHILIPOSE JOHNALENCHERRY ENGINEERING PARTHASARATHY Mr. BHARATH SURYAMs. KAVITA SAH Mr. VINOD KUMAR S Ms. RAKSHA S KSCST: 44th Series of Student Project Programme (SPP) : Sponsored Projects Page 1 of 240

714. 44S_BE_0116 RECYCLED UVC STEILIZER ELECTRICAL AND ELECTRONICS B.E. Dr. GUNA PRIYA B Mr. THOMAS ALLWIN ANTOMr. ABHILASH MITHARE 4500.00 ENGINEERING 6000.00 6000.00 715. 44S_BE_0200 INVESTIGATING THE STRENGTH OF THE PARTS PRODUCED BY MECHANICALENGINEERING B.E. Dr. ASHOK KUMAR Mr. CHANNAVEERAPPANINGAPPA SHETTAR Ms. 6000.00 FRICTIONWELDING PROCESS KALAKUSA RAIBAGIMr. UMESH, Mr. CHETAN JAVALAGI 5000.00 6000.00 716. 44S_BE_0201 DESIGN AND FABRICATION OF ZIGBEE DEVICE FOR FAULT MECHANICALENGINEERING B.E. Prof. HANAMANT Mr. SANJAY RAM JSMr. RAVINDRA V Mr. SUMAN D 4500.00 DETECTION,MONITORING AND CONTROLLING OF INDUCTION MOTOR YARAGUDRI Mr. SANJU S 4500.00 6000.00 717. 44S_BE_0207 HUMAN FRIENDLY ANIMATRONIC HAND CONTROLLER ELECTRONICS AND B.E. Mr. DEEPAK KUMAR S Ms. NANDURI SRILASYA Ms. NETTEM PARNITHA Ms. 8000.00 COMMUNICATION ENGINEERING NADIGER MAMATHA B S 6000.00 718. 44S_BE_0211 CONSTRUCTION WASTE AND ITS MANAGEMENT CIVIL ENGINEERING B.E. Ms. SNEHAL RLAHANDE Mr. ROBIN MATHEW JOSEMr. NITHISH KUMAR P Mr. SURAJ R, Mr. VENKATESH NAIK 5000.00 8000.00 719. 44S_BE_0217 INVESTIGATION OF THE HARDENED PROPERTIES OF CONCRETE CIVIL ENGINEERING B.E. Mr. RAHUL NK Mr. KUSHWANTH KUMAL LMr. CHIRAG HA 6000.00 USING ECOFRIENDLY MATERIAL -COCONUT SHELL Mr. KUSHAL S REDDY 4500.00 7500.00 720. 44S_BE_1448 DESIGN AND DEVELOPMENT OF SMART IRRIGATION SYSTEM MECHANICALENGINEERING B.E. Prof. SUJEETH SWAMI Mr. VINAY KUMAR K, Mr. ABHISHEK NAYAKA MMr. AKSHAY G AROMOTI 3500.00 USING IoT Mr. V JAYA KRISHNA 6000.00 721. 44S_BE_1450 RAINSTORM PREDICTION SYSTEM COMPUTER SCIENCE AND B.E. Ms. HARSHITHA Mr. SIMRAN AGARWALMs. POOJA KUMARI 6000.00 ENGINEERING 722. 44S_BE_3485 DESIGN AND FABRICATION OF AN ELECTRIC CAFÉ RACER MECHANICALENGINEERING B.E. Mr. VINOD KUMAR Mr. ABHIJITH B, Mr. ASHISH JOSE VARGHESEMr. AMIT K VERNEKAR Mr. HASEEB FAYAZ KHAN 723. 44S_BE_3487 DESIGN AND FABRICATION OF AUTOMATIC PNEUMATIC SHEET MECHANICALENGINEERING B.E. Mr. NARESH K S Mr. K S SHRENIK KUMARMr. GANGADHARA S METALCUTTING MACHINE Mr. AKSHAY KUMAR VMr. MANOJ B N DESIGN OF ROCKER BOGIE MECHANISM BY FABRICATION OF B.E. Dr. GOPALAKRISHNAN Mr. SHREYAS J, Mr. GITESH KRISHNA 724. 44S_BE_3489 TERRAINVEHICLES USING CONCEPT OF SUSPENSION SYSTEM IN MECHANICALENGINEERING Mr. B U GASTEL THJOMASMr. L ANOOSH THE BOGIE MECHANISM 725. 44S_BE_3490 FINITE VOLUME ANALYSIS ON DRONE PROPELLER BLADES MECHANICALENGINEERING B.E. Ms. MEGHA SHUKLA Mr. MOHAMMED FAHEEM ABDUSSAMAD Mr. P HARSHA Mr. RAM MOHAN, Mr. KEERTHAN S T 726. 44S_BE_3493 DESIGN AND FABRICATION OF A PORTABLE DE-HUSKING MACHINE MECHANICALENGINEERING B.E. Prof. NAGABHUSHANA Mr. VISHNU TEJA CMr. VISHWAS S FORMILLETS USING SOLAR ENERGY Mr. CHETANNAIK S K Mr. VINAYAK BUDIHAL 727. 44S_BE_3727 INVESTIGATION ON ENERGY EFFICINECY IN GREEN BUILDINGS CIVIL ENGINEERING B.E. Mr. SURENDRA B V Ms. RAMYASHREE C Ms. RENETA CARINE C USING BIMCONCEPTS Mr. SHAIKH SUHAIL AKTHARMs. SPOORTHI V 728. 44S_BE_3730 IRING - A SMART FINGER FOR THE VISUALLY CHALLENGED INFORMATIONSCIENCE AND B.E. Dr. R J ANANDHI Prof. Ms. SOUJANYA S Ms. PREETHI S Ms. SHALINI R S ENGINEERING GOWRI RASAD Ms. SUSHMITHA E 729. 44S_BE_3732 DESIGN AND SIMULATION OF DUAL AXIS SOLAR TRACKING PANAL MECHANICALENGINEERING B.E. Dr. PRIYABRATA Mr. NITHIN BALI, Mr. PRASHANTH N PRASAD FORRURAL AREAS ADHIKARY Mr. JEFFRIN IMMANUEL AMr. ZAID HUQ 730. 44S_BE_3736 STUDY AND DEVELOPMENT OF EDIBLE PLATES FOR DOMESTIC MECHANICALENGINEERING B.E. Dr. BOPANNA K D Mr. SUBHAM DEVANAND THORATMr. VENKATESH A USE Mr. SANDESH M S, Mr. SHAIKH ABDUL ALAM TACHAI 731. 44S_MBA_012 EFFECTIVE WORM SORTING COMPOST SYSTEM MASTER OF BUSINESS M.B.A. Dr. SHEELAN MISRA, Dr. Ms. SITARA K ADMINISTRATION PRIYAMEET KAURKEER Ms. SINJU ESTHER C V STUDY OF PERFORMANCE, COMBUSTION AND EMISSION MECHANICALDESIGN M.Tech Prof. CHETAN KUMAR D S Mr. BASAVA KUMAR K G 732. 44S_MTECH_037 CHARACTERISTICSOF BIODIESEL FUELED C.I.ENGINE WITH INDUCED TURBULENCE Note: x The sanctioned amount will be credited to the college bank account by NEFT. x The evaluation of above projects will be conducted during May / June 2021 via online mode. x Participation in the online evaluation process and submission of softcopy of the final project report is mandatory, failing to which the sanctioned project will be withdrawn from the list and sanctioned amount shall be returned to KSCST. After completion of the projects, softcopy (PDF format in a single file) of the report needs to be sent to KSCST without fail. x Any corrections with respect to the names of the guide and students should be requested at [email protected]. KSCST: 44th Series of Student Project Programme (SPP) : Sponsored Projects Page 2 of 240

TIME ZONES TRENDS & TECHNOLOGY TIMELINE 2010+ Pe A roadmap for the exploration of current & future trends ZONE 1: 2010-2015 (+ some predictions to stir things up. More at nowandnext.com) ZONE 2: 2015-2020 ZONE 3: 2020-2025 Convergence of healthcare Contents of British Library available on a postage stamp-sized chip ZONE 4: 2025-2035 and financial planning Digital cash widely embedded in clothing ZONE 5: 2035-2050 Digital cash Single global Animals suing humans Baby licences Growth of ‘Tech-No’ movement Desire for control Notes on time travel widely e-currency Global population hits 9 billion This map is a broad representation of some of embedded in Most people Online funerals Search for meaning Digital cele the trends and technologies currently visible. human body have multiple (Mondays to Fridays only) Provenance Improvement works are carried out at weekends and travellers should check to see whether lines are still Brain drain from hedge funds to scientific R&D (energy #1 priority) presences operable before commencing any journeys. Helpful suggestions concerning new routes and excursions Wealth asylum seekers Food passports 10-mile diets Convenience Well-being are always welcome. Calorie taxes If you wish to travel outside of Zone 1 you are advised to bring comfy shoes and a camera. Travellers are also Indulgence Authenticity Rise of N11 countries advised to bring their own supplies of food and water although weapons are unnecessary if you keep to well Whole life financial planning linked Rising levels of autocracy trodden paths. Also note that travel into Zone 5 is not to whole family model available for people aged over 75 years of age. First Internet court Growth of Business sustainability Growth of bartering Government Growth of Online communities micro-insurance largest determinant of Emergence of Gross A3 and A2 Prints of this map start physical stock price 75-year mortgages Pre-pay currency cards Power shift e-services Happiness metrics communities Genetically Eastwards Full colour prints of this map are available enhanced pets Emergence of to anyone that asks nicely. A small charge is Retirement Gross National Micro-finance Sp levied to cover print and postage costs only. Contact< [email protected] >stating Move to global pricing Happiness Monolines whether you’d like A3 or A2 size and saying of consumer goods metrics which country the map is to be delivered to. (driven by shopbots) Delivery is available to anywhere in the world. Figurative Last CD is Widespread cuts in Atternatively, just print this out yourself revolution in the published public services ( A3 minimum recommended ) e-ink comes Paper statements & bills Free-tailing arts as Face recognition Sourced neoclassicism Bionic of age A graphic novel Conspicuous non-consumption wo Olympics wins the Booker Infrastructure under Material for this map has been soured from a returns Acute labour Synthetic biology number of publications including Future Files Just-in-time Prize shortages in Life story labelling Urbanisat and What’s Next aged-care sector shopping www.futuretrendsbook.com Too much choice Blurring of sectors Sensory experiences www.nowandnext.com Disappearance Robocops in Local shopping Device convergence Price polarisation Loc of checkouts shopping malls Virtual libraries (High / Low ) Acknowledgements Blurring of scientific disciplines Increasing interest rates Stored This map was conceived and created by Richard Online micro-p Watson at Nowandnext.com with some help from Pets outnumber people globally Malicious intent detectors Benjamin Frazer at Snap. Also thanks to Oliver Growth of security Micro-finan Freeman, Mike Jackson and Scott Martin. Robot population Digital mirrors Basic forms of AI algorithms surpasses human This map is published under a creative Commons 2.5 High Street Internet addiction clinic Mind control toys Personalisation Use of fake information Share-A-Like licence. This basically means that you can population as a weapon do whatever you like with this map just so long as you say where it came from. Average lifespan Unexpected increase Death of distance Health & safety hysteria Information pandemics M 100 years in fertility rates Home /work convergence Basic forms of AI Web 2.0 Volatility Home swap holidays Societal feminisation Empathy ‘Spinning disk’ Cloud storage Simplicit memory devices Full concentration Machines that can judge emotional state of user T Devices re-programming themselves Increasing regulation 25% of company & compliance HQs now virtual Widespread use of brain Single person households Tightening security in light of experience Contactless pay scans in job interviews Online video Micro-blogging Digitalisation Digital diets Constant digital Prediction markets Telepresence Virtua distraction Physical newspapers Near extinction of quality journalism Growth in passenger numbers Online medical records Green IT become luxury items spawns philanthropic funding Domestic tourism Childcare robots Voluntourism Face recognition doors Quiet paint Sustaina4 billion mobile Wireless re-charge Holographic storage phone subscribers Intelligent packaging Fair trade Medical tourism Cyber-pet vets Video wallpaper Aged care robots Wind power Low-cost competition Shifting centres of economic activity Green cities Space tourism Outsourcing backlash Dining Rooms Computers with Modesty Consumer e-health Slow food Cautious optimi moving parts Verbal search Green buildings Sustainable tourism Comfort foods CHIM Ocean dead zones Ubiquitous computing Affective computing Nano - solar Global hospital brands Eco-cynics Gen X start to outlive their offspring End of low-cos Most peopl Augmented reality Phone spam Fuel-cell phones Human organ farms Skills sh contact lenses Wearable computers Resources increasingly acquired on a no questions asked basis DNA Global sensor network Urban (vertical) farming Male birth control pill Digital n computing Focus on hardware reduces as Plastic bones Artific services more distributed and Rise of the vegetarians Creation of new interoperable arable lands as planet Declining water quality Quantum computing warms up No more anonymous email addresses Peak water Genetic diets Privacy All babies implanted with GPS & ID chips (one email address per person) Global migration drift to warming parts of Food allergies eliminated the northern hemisphere Russia Space solar power Individual energy/carbon monitoring leads to allowances (demographically) Micro-scale health-b and/or tiered costing based on system akin to personal Meditation/holistic services bundled with medical pr Creation of Department of alcohol, firearms, soft drinks and confectionary Spray on s (mandatory health warnings on all alcohol, junk food and candy) Optimism about the future Global risks* V Commodity price spikes V Electricity shortages V Green energy bubble V Raw materials shortages V Rapid increase in cyber crime V Genetic terrorism * Low probability/high impact events that V Mass migration of population V Critical infrastructure attack V Collapse of US dollar V Nuclear terrorism V Rogue stakeholder V Global supply chain could derail any of the above trends and V Internet brownouts V WMD Proliferation V Terrorist attack on ur predictions

ersonal responsibility People renting dreams Community Compulsory LEGEND Printable TV screens theatre in the paternity tests Inheritance First child born in space Mega trend round takes Trend off (again) Prediction Dangerous currents Invisibility cloaks Prison ships Children become luxury objects Poor visibility First human clone e-voting in supermarkets Turkey, Iran and Mexico High-speed link Letter writing Disintegration of EU become key powers Partial ruin Folk-art revival Increased immigration Collapse of free trade Government PR budgets bPoumlsbes Hunger for shared experiences to solve skills crisis exceed military spending Culture of immediacy Cheques Widespread Resurgence of hobbies & craft 1/3 of all military vehicles Function based tariffs outbreaks now unmanned for electricity Pastism of panic Revival of far-right politics ebrities Rising rage Expecting less Virtual protests Growth of G2 Widespread use of nano-materials People able to record every event from birth to death Face recognition doors Nostalgia Bio-mimicry Airborne networks Shape shifting materials Molecular machines Fully sensory internet Cosmetic brain Green politics Increasing influence of surgery Traceability Regionality oil states on US politics World’sofpiresntsthinorIinudmiareactor Biotechnology Energy harvesting buildings Epidemic of new mental disorders Middle Class unrest Growth of virtual communities Open source intelligence gathering Virtual water Genetic prophesy at birth state control Carbon trading Globalisation unravelling Lunar dimming streetlights Intelligent vending machines linked to uncensored s National Men behaving like women use of digital devices peech recognition RFID Robotics Local energy transmission networks Artificial eyes Meltdown of global Ageing Shopping 2.0 Customer service avatars Womb based therapy financial system Small indulgences Third spaces Redefinition of health to become common place Negawatts Clean coal Rare earths include happiness/well-being Shift to local EDLP Authenticity Carbon chaos trade Investment in renewable energy Re-regulation Half the world now Increase in Brain gyms Growth of outsourcing omen behaving like men Increasing longevity living under double pigouvian taxes to Africa digit inflation Mercantilism r-investment Networked risk Broader definitions of health Home-based health Peak landfill tionNuclear power renaissance Pensions funding crisis Seasonality Obesity Consumer e-health Cities painted Medical tourism white to Globalisation increase reflectivity Declining fertility Anxiety calism Urban/rural divide Loneliness Growth of private Plastic bridges Metabolomics currencies d value cards Micro-power generation Home as refuge Peak Uranium Telemedicine iPills payments Domestic energy dashboards Modular spaces Identity theft Rising economc Driverless lorries Decline in real wages protectionism First moon hotel Industries consolidating globally Debt nce P2P lending Depression Debt Stress Islamic finance Personal nooks Payments to Pilotless Services outsourcing enter most cities airliners Mobile payments Sense of entitlement by private vehicle Peak copper Brain Victim culture Home/street holidays Healthcare rationing Shift to knowledge intensive industries Large screens level domestic waste ty Unsupervised adults everywhere immgaemrFsuiinvllgye processing All ads now T.I.M Robotic surgery secDuraittya Individualism Droughts Believers versus heretics personalised Flooding yments User filtering 30% of all books Hypersonic Binge drinking Bio - simulations User generated content now digital airliners Wilder weather Energy storage al currencies Growth of digital narcissism Shorter formats Real-time car insurance All televised sport now short format Emergence of green nationalism e-books Seabed mining Fuel-cell cars Face recognition rear view mirrors (linked to ignition) ability Environmental Gesture-based computing change Hybrid fuels Bio-fuel backlash 3-D teleconferences Collapse of Return of food inflation and food riots Chinese banking Fractional ownership system ism Urban car sharing Laboratory grown meat Rocbroopticpoinllsineacttisonfor Companies ME liquidity Increasing inflation in supermarkets re-think OHS&E 2-speed economies Increasing complexity Electricity shortages after Lunar dimming streetlights Fragrainncmeocbailretsridges workplace stress st inputs Water labelling claims All vehicles fitted with GPS Oil at $200 a barrel le have 2+ careers 80% of global energy requirements still met by oil /coal /gas Facebook vacations hortages bite Holidays at home packages (meet your online friends in person) Communication free resorts Augmented reality windscreens Sleep hotels Solar energy generating windows Open source explodes with global standard for royalty payments nomads Industrial repatriation Generational conflict in the workplace Increasing automation Water labelling Creative industries cial livers Hydrogen fuel stations of all products become dominant Variable road-pricing dependent on time of day/traffic volume Second asset contributors to bubble global GDP Oceanic thermal converters 80% of global population now obese Vehicles bought for technology upgrades rather than model changes Fusion reactors Average car now 50% of weight of 2010 model equivalent Cities laced with small vehicle lanes separate from road system bots Humility rocedures Self-driving cars Self-repairing roads Scarcity of hydrocarbon service First moon mine surgical gloves / fuel stations Intimacy DNA repair Bio-diversity Stringent laws requiring high levels of recyclability in all products e V US/China conflict V Global pandemic V Middle class revolution V Major nano-tech accident V Israel/Iran conflict V Conflict with North Korea V Collapse of China V Space weather disruption to comms r V Bisphenol A link to cancer V Political disintegration of Saudi Arabia V Mobile phone link to cancer V Aliens visit earth disruption V Geographical expansion of Russia V Systemic failure of financial system V Credit Default Swaps V Return of the Messiah rban water supply V Major earthquake in mega city V Fundamentalist takeover in Pakistan V Rogue asteroid V People taking trend maps too seriously