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Wednesday, 3 August 2016

GREEN CEMENT

ABSTRACT  :

Green concrete is a revolutionary topic in the history of concrete industry. This was first invented in Denmark in the year 1998. Green concrete has nothing to do with colour. It is a concept of thinking environment into concrete considering every aspect from raw materials manufacture over mixture design to structural design, construction, and service life.


Green concrete is very often also cheap to produce, because, for example, waste products are used as a partial substitute for cement, charges for the disposal of waste are avoided, energy consumption in production is lower, and durability is greater. Green concrete is a type of concrete which resembles the conventional concrete but the production or usage of such concrete requires minimum amount of energy and causes least harm to the environment. The CO2 emission related to concrete production, inclusive of cement production, is between 0.1 and 0.2 t per tonne of produced concrete.
However, since the total amount of concrete produced is so vast the absolute figures for the environmental impact are quite significant, due to the large amounts of cement and concrete produced. Since concrete is the second most consumed entity after water it accounts for around 5% of the world‘s total CO2 emission (Ernst Worrell, 2001). The solution to this environmental problem is not to substitute concrete for other materials but to reduce the environmental impact of concrete and cement. Pravin Kumar et al, 2003, used quarry rock dust along with fly ash and micro silica and reported satisfactory properties.
The potential environmental benefit to society of being able to build with green concrete is huge. It is realistic to assume that technology can be developed, which can halve the CO2 emission related to concrete production. With the large consumption of concrete this will potentially reduce the world‘s total CO2 emission by 1.5-2%. Concrete can also be the solution to environmental problems other than those related to CO2 emission. It may be possible to use residual products from other industries in the concrete production while still maintaining a high concrete quality. During the last few decades society has become aware of the deposit problems connected with residual products, and demands, restrictions and taxes have been imposed.
And as it is known that several residual products have properties suited for concrete production, there is a large potential in investigating the possible use of these for concrete production. Well-known residual products such as silica fume and fly ash may be mentioned. The concrete industry realised at an early stage that it is a good idea to be in front with regard to documenting the actual environmental aspects and working on improving the environment, rather than being forced to deal with environmental aspects due to demands from authorities, customers and economic effects such as imposed taxes. Furthermore, some companies in concrete industry have recognised that reductions in production costs often go hand in hand with reductions in environmental impacts. Thus, environmental aspects are not only interesting from an ideological point of view, but also from an economic aspect.

Environmental Goals

Green Concrete is expected to fulfil the following environmental obligations:
 Reduction of CO2 emissions by 21 %. This is in accordance with the Kyoto Protocol of 1997.
 Increase the use of inorganic residual products from industries other than the concrete industry by approx. 20%.
 Reduce the use of fossil fuels by increasing the use of waste derived fuels in the cement industry.
 The recycling capacity of the green concrete must not be less compared to existing concrete types.
 The production and the use of green concrete must not deteriorate the working environment.
 The structures do not impose much harm to the environment during their service life.


Advantages of Green Concrete

Green concrete has manifold advantages over the conventional concrete. Since it uses the recycled aggregates and materials, it reduces the extra load in landfills and mitigates the wastage of aggregates. Thus, the net CO2 emissions are reduced. The reuse of materials also contributes intensively to economy. Since the waste materials like aggregates from a nearby area and fly ash from a nearby power plant are not much expensive and also transport costs are minimal. Green concrete can be considered elemental to sustainable development since it is eco-friendly itself. Green concrete is being widely used in green building practices.
It also helps the green buildings achieve LEED and Golden Globe certifications. Use of fly ash in the concrete also increases its workability and many other properties like durability to an appreciable extent. One of the practices to manufacture green concrete involves reduction of amount cement in the mix, this practice helps in reducing the consumption of cement overall. The use waste materials also solve the problem of disposing the excessive amount industrial wastes.
There are several other advantages related to green concrete and can be summarized as below:
a) Reduced CO2 emissions.
b) Low production costs as wastes directly substitute the cement.
c) Saves energy, emissions and waste water.
d) Helps in recycling industry wastes.
e) Reduces the consumption of cement overall.
f) Better workability.
g) Sustainable development.
h) Greater strength and durability than normal concrete.
i) Compressive strength and Flexural behaviour is fairly equal to that of the conventional concrete.
j) Green concrete might solve some of the societies‘ problems with the use of inorganic, residual products which should otherwise be deposited.

LIGHT WEIGHT AGGREGATES

One of the major disadvantage of conventional concrete is the high self weight of the concrete. Density of the normal concrete is in the order of 2200 to 2600 kg/m3. This heavy self weight will make it to some extent an uneconomical structural material. Attempts have been made in the past to reduce the self weight of the concrete to increase the efficiency of the concrete as a structural material.
Using light weight aggregates, the density of the concrete decreases to 300 to 1850 kg/m3. The use of lightweight concrete provides structural efficiency and economic advantages. Well documented performance over a period of decades has demonstrated that lightweight concrete can be used reliably in most concrete applications.

LIGHT-WEIGHT AGGREGATES

There are many advantages of having low density. It helps in reduction of the dead load, increases the progress of the building, and lowers haulage and handling costs. The weight of the building on the foundation is an important factor in design, particularly in the case of weak soil and tall structures. In framed structures, the beams and columns have to carry the loads of floors and walls. If floor and walls are made of light weight aggregates it will result in considerable economy. Another most important characteristic of light weight aggregate is the relatively low thermal conductivity; a property which improves with decreasing density in extreme climatic conditions. The use of light weight aggregates with low thermal conductivity will be of considerate advantage from the point of view of thermal comforts and lower power consumption. It gives an outlet for industrial wastes such as clinker, fly ash, slag, etc. which otherwise create problem for disposal.
Light weight aggragates can be classified into two categories i.e.
1. Natural Light Weight Aggregate
2. Artificial Light Weight Aggregate
Natural light weight aggregates are not found in many places and they are also not of uniform quality. As such they are not used very widely in making light weight concrete. Out of natural light weight aggregates, Pumice is the only one which is used rather widely.
Different light weight aggregates have different densities. Naturally when this aggregate is used, concrete of different densities are obtained. The strength of the light weight concrete depends on the density of concrete. Less porous aggregate which is heavier in weight produces strong concrete particularly with higher cement concrete. The grading of the aggregate, the water/ cement ratio, the degree of compaction also effect the strength of concrete.
Most of the light weight aggregate with the exception of bloated clay and sintered fly ash are angular in shape and rough in texture. They produce a harsh mix. Particular care should be taken to improve the workability with the addition of excess of fine material, pozzolanic material or some other plasticizing admixtures, The strength of the aggregates will also be influence by the type of fine aggregates. For increasing the strength, for improving the workability and for reducing the water requirement, sometimes natural sand is used instead of crushed sand made of light weight aggregate. Use of air-entrainment will gratly improve the workability, and the tendency for bleeding in the light-weight concrete. But the use of air-entrainment will result in further reduction in strength also.

Structural Light Weight Concrete :

The structural light weight concrete is going to be one of the important materials of construction. A concrete which is light in weight and sufficiently strong to be used in conjunction with steel reinforcement will be a material which is economical than the conventionsl concrete. Therefore, a concrete which combines strength and lightness will the unquestionable economic advantage.
Structural Light Weight Aggregate Concrete is a concrete having 28 day compressive cement strength more than 17 MPa and 28 day air dried unit weight not exceeding 1850 kg/m3.The concrete may consists entirely of light weight aggregate or a combination of light weight aggregate and normal weight aggregates.

GREEN CEMENT

Concrete; a primary building material is extremely energy intensive to make and transport, and produces a significant amount of the world’s greenhouse gas emissions. Concrete’s impact on the environment starts when limestone is blasted in quarries to make cement – the binder, or substance that sets and hardens it into a useful building material. Cement accounts for 7 to 15% of concrete’s total mass by weight and is made by superheating (in coal-fired kilns) a mixture of limestone and clay and then grinding the resulting substance into a powder. When this power mixes with water, it forms strong calcium-silicate-hydrate bonds that can bind other particulates, like sand or gravel, to make concrete. The cement-to-water ratio determines the strength of the concrete.
Once limestone has been blasted and mined it is then transported to a cement plant, where the fuels used by the plant and machinery produce CO2 emissions. Next the limestone, or calcium carbonate, releases CO2 when it is heated to make the cement. Forty percent of CO2 emissions from the cement plant come from the combustion process and Sixty Percent of CO2 emissions come from the calcination process. Since calcination is intrinsic to the process, they must focus on reducing energy use associated with the manufacture of concrete.
Concrete producers also say that as concrete ages, it carbonates and reabsorbs all the CO2 released during calcination – but this process takes hundreds of years. The general consensus is that cement manufacturing produces about 5% of global CO2 emissions generated by human activity, and 3% of global emissions of all greenhouse gases. By comparison the transport sector is responsible for about 15% of global greenhouse gas emissions, so concrete has a pretty hefty share of the pie considering it’s just one material.To overcome all these effects, green cement is produced.
This cement is based on an intermediate product, clinker, which is produced with minor additions of mineralizes to the kiln..These mineralizes are Calcium Sulphate (CaSO4) and Calcium Fluoride (CaF2).With the addition of these mineralizes, the energy consumptions are reduced by 5%. Also the CO2 emissions get reduced. It is found that there is a 5-10% increase in 28-day strength of the cement.

Saturday, 30 July 2016

LAND SURVEYING LATEST TOPICS

Research Topics Surveying & Geospatial Engineering (SAGE) Group School of Civil & Environmental Engineering

 Multi-GNSS studies 

Positioning, navigation and timing (PNT) capabilities are rapidly gaining importance in modern societies. Global Satellite Navigation Systems (GNSSs), such as the Global Positioning System (GPS), have a wide variety of uses, including land, air and maritime navigation; military and security-related operations; agriculture, mining and construction; geodesy, surveying and mapping; machine automation and robotics; transportation; emergency response and disaster management; financial services; timing and personal location-based services. These varied applications use different receiver instrumentation, infrastructure, operational procedures and measurement processing algorithms. The coming decade will see the launch of many additional navigation satellites broadcasting several new signals, resulting in a quadrupling of trackable satellites and signals. These next generation GNSSs include the US’s modernised GPS and planned GPS-III constellations, Russia’s GLONASS, Europe’s Galileo system and China’s BeiDou system. In addition, several Regional Navigation Satellite Systems (RNSS) and Space Based Augmentation Systems (SBAS) will broadcast extra signals for PNT users. SAGE researchers have made important contributions to the development of GNSS-based technologies and applications.              

Satellite navigation receiver design & signal processing algorithms 

Receiver design is a challenge as the number of GNSS/RNSS constellations expand and new navigation signals are broadcast to users. With a decade of GPS receiver research topics include RF and baseband algorithms associated both with traditional GPS and the unique features of new signals from GPS and other GNSS/RNSS, innovative designs for signal acquisition and tracking and the integration of several systems in one receiver. This research was commenced in SAGE, but is now continued by Andrew Dempster’s group in the School of Electrical Engineering & Telecommunications. A new inter-school research laboratory in satellite navigation technology will be established. This continues the almost two decades of satellite-based research in the “SNAP” Lab. This research uniquely takes advantage of several generations of the SAGE-developed Namuru GNSS receivers. Other topic areas include: GNSS radio-frequency interference detection & geolocation; RF/antenna studies; weak GNSS signal tracking; improved signal tracking algorithms; non-PNT applications of GNSS; new GNSS signal studies & measurement modelling.      

Multisensor integration systems, algorithms & applications 

Multisensor integration is concerned with the development of technologies and algorithms for navigation (or location-determination) sensor systems that can operate in all conditions, and especially those where GPS/GNSS cannot be used. The research starts with the classical combination of GNSS with an Inertial Navigation System (INS), comprising several orthogonally-mounted accelerometers and gyroscopes, to provide sensor platform positioning and orientation information. SAGE is interested in the use of multisensor systems for Unmanned Aerial Vehicles (UAVs) and terrestrial platforms, including low-cost MEMS (microelectromechanical) INS. Our multisensor integration research has been extended to include vision/image sensor and terrestrial positioning sub-systems.

Personal & indoor positioning/navigation

 Personal navigation is a significant engineering challenge as position information need typically to be provided in indoor environments, which are unsuited for GNSS or even GNSS/INS systems. ‘Pedestrian navigation’ include personal applications such as for emergency service personnel inside buildings and the blind and visually impaired, using a range of sensor/positioning technologies, either on their own or in combinations, including WiFi-based positioning, RFID, vision and inertial sensors, and mobilephonebased positioning. Locata is a new high accuracy positioning technology that can be used on its own or in combination with GNSS. Locata is an Australian invention that has been described as a ‘local GPS’ because it can satisfy GPS performance requirements even where GPS/GNSS cannot operate, using terrestrial signal transmitters. Locata applications include precise indoor positioning, positioning in deep open-cut mines and in airborne applications, all scenarios where GNSS may be unavailable due to jamming or obstructed satellite signals.

Precise GNSS positioning technology & applications 

A wide range of applications are investigated, including surveying, geodesy, structural monitoring, geo-referencing of moving platforms, support for robotics and machine guidance, and even future automotive use in cooperative positioning in support of advanced intelligent transport systems (ITS) applications. All are characterised by the use of measurements, data processing algorithms & operational procedures that can deliver centimetre-level accuracy – far better than the developers of GNSSs ever envisaged. SAGE research includes: measurement modelling & algorithm design; multiGNSS systems; real-time carrier phase-based positioning; Precise Point Positioning; differential positioning; impact of augmentation services (via web and satellite links); design of permanent reference station networks & protocols; multisensory integration. Geodetic infrastructure & analysis Geodesy supports both the geosciences, as well as the surveying, mapping and geospatial communities. Geodesy defines and maintains the critical reference frames, including the International Terrestrial Reference Frame (ITRF). Geodetic GNSS is closely linked to the realisation of the ITRF, as well as providing the everyday means of determining coordinates in the ITRF using special high accuracy GNSS techniques. The ITRF is the basis for a nation’s mapping/geospatial datum. Increasingly such datums are realised by permanent, continuously-operating, specialised GNSS receivers located at stable sites. SAGE research includes: design of the National Positioning Infrastructure (NPI); the new geodetic datum for Australia and New Zealand; issues related to ‘dynamic datums’; the implementation of NPI; ground deformation monitoring & modelling; user datum requirements; transformation models; precise GNSS products from CORS network data processing; contributions to international geodetic initiatives. Precise surveys for deformation & construction Surveying instrumentation such as Total Stations (TS – high accuracy angle & distance measuring devices), digital levels and Terrestrial Laser Scanners (TLS) are used in a variety of construction, mapping and geodesy applications. To assure the highest accuracy in measured and derived quantities high level expertise is required in measurement modelling, instrument calibration, atmospheric refraction models, and measurement adjustment and quality assurance. SAGE research includes: performance analysis of new TS & TLS instrumentation; control network adjustment; advanced surveying applications (deformation monitoring, mining/tunnelling, etc); and GNSS-RTK.

 Earth observation systems 

Earth observation (EO) systems is amongst the fastest growing geospatial/mapping technology fields. A variety of imaging sensors (radar, optical, multi- and hyper-spectral) and remote measurement systems (laser scanning, radar altimetry, etc) can be installed on different platforms (satellite, aerial or vehicle-mounted). EO systems remotely sense many environmental parameters. They can be used in image processing systems to generate maps or metrically-corrected images, to derive terrain or 3D city models, or to map buried geophysical features. Traditional applications include environmental monitoring, such as land use, vegetation cover mapping, atmospheric and geosphere sensing, and geophysical investigations. EO systems are also increasingly used in geohazard studies, natural disaster assessment and emergency response management. Traditional photogrammetry and hi-resolution optical and infra-red imaging systems continue are also important geospatial data acquisition technologies. Digital image capture systems are mounted on different platforms, such as hi-res satellites, aircraft, UAVs, vehicles, etc. SAGE research areas include sensor calibration, direct georeferencing of sensors and automated feature extraction, as well as those related to a variety of mapping/imaging applications, including the use of UAVs.

 Remote sensing technologies & applications 

Radar remote sensing is a critically important satellite EO technique for a wide range of applications. In particular there has been a significant growth in the use of synthetic aperture radar images for such purposes as monitoring vegetation and land use, biomass and soil moisture, water surfaces and flooding, pollution at sea, ship detection, terrain mapping and ground deformation measurement. Linlin Ge’s research group is particularly focussed on this technology, and an important initiative is “LIME” – Laboratory for Imaging in the Mining Environment.

 Lidar, mapping & geoinformation management systems 

Lidar – Light Detection & Ranging – is a geospatial technology that generates massive volumes of ‘point cloud’ data, consisting of 3D coordinates of points, together with their information on the ground reflected laser signals. The combination of digital imaging and laser scanning is revolutionising the way data is acquired for rapid mapping of transport corridors, the urban landscape and even inside public buildings. SAGE is engaged in several research topics including: the sophisticated analysis of lidar sensor data; the development of applications-specific algorithms for terrain and forest mapping, 3D city modelling; rapid mobile mapping of transport corridors and engineering structures; and digital photogrammetry. Geographic Information System (GIS) technology is used to manage, analyse and visualise geospatial information – information that has both a ‘spatial’ and ‘text’ component. The geoinformation comes from many sources, new data acquisition systems as well as historical digital data sets.

Tuesday, 19 July 2016

Details about SOMASILA AND KANDALERU Dams

Andhra Pradesh Somasila Dam


Somasila dam was one of the major water irrigation projects in Nellore district of Andhra Pradesh state of India.  This dam is constructed over Pennar River.  Nearby areas of the river were not getting proper irrigation and reason being productivity of the entire state was affecting.  To overcome this situation, a dam was planned to be constructed over the Pennar River to provide irrigation facilities to the surrounding areas.  This dam is located at 81 kilometers from Nellore district. Maximum 1:30 hrs journey is needed to reach this dam. Connectivity to this dam is better as Podalakur road where this place is located is very populous and frequent transports are available to reach Somasila Dam. 




History
This dam was planned in 1979 and execution started in 1981. A detailed survey of surrounding areas was carried out and more than 2835 families were earmarked who had to relocate with their dwelling units as a result of construction of this dam.  Later, these families were given shelter officially in nearby areas.  A sufficient compensation to the affected families was also provided so that they can do a comeback for fixing their economical roots.  After a ten year long construction process including various constraints, this dam was completed in 1989.  During the Chief Minster ship of Mr. N.T. Rama Rao, this dam was completed and dedicated to the nation.  Later, this dam was become much popular for its irrigating approaches towards last field in the surrounding areas.  A large network of canals has been attached from this dam which irrigates the entire Nellore district as well as other parts of the state.

Salient Features of Somasila Dam
Attribute
Value

Attribute
Value
Name of the Dam
Somasila Dam

Dam Status
Completed
River
Pennar

Purpose
Hydroelectric,Irrigation,
Nearest City
Atmakur

Commencement Year
-
District
Sri Potti Sriramulu Nellore

Completion Year
1986
State
Andhra Pradesh

Operating and Maintainance Agency
Irrg.& CAD Dept.
Basin Name
Pennar

Seismic Zone
Seismic Zone-II

Dam Type
Earthen

Max Height above Foundation(m)
39
Length of Dam (m)
352

Total Volume content of Dam (TCM)
1875
Type of Spillway
OG

Type of Spillway Gates
RD
Length of Spillway (m)
236.21

Number of Spillway Gates
12
Crest Level of Spillway
86.868

Size of Spillway Gates (m X m)
15.24x14.168
Spillway Capacity (cumec)
22375

Mode of Operation
-
Design Flood (cumec)
22370.306731

No. of River Sluice
-

Size of Sluice(M X M)
-
Sluice Purpose
-




Salient Features of Somasila Reservoir
Attribute
Value

Attribute
Value
Name of Reservoir
Somasila Reservoir

Status
-
State
Andhra Pradesh

Basin
Godavari
River
-

Maximum Water Level (m)
101.8

Live Storage Capacity(MCM)
1994
Full Reservoir Level (m)
100.58

Dead Storage Capacity(MCM)
214.273604
Minimum Draw Down Level(m)
82.3

Submergence Area(Th.Ha.)
22.55
Gross Storage Capacity(MCM)
2208

Catchment Area(Sq.Km.)
48645
Water Allocation - Irrigation(MCM)
62

Water Allocation - Industrial(MCM)
62
Water Allocation - Hydroelectric (MCM)
1.8

Water Allocation - Ecology(MCM)
-
Water Allocation - Drinking(MCM)
15

Water Allocation - Thermal(MCM)
-
Land Affected - Total(Th.Ha.)
-

Towns and Villages Affected
108
Land Affected - Culturable(Th.Ha.)
8.65

Number of Families Affected - Total
20000
Land Affected - Forest(Th.Ha.)
1.016

Number of Families Affected - SC
2850
Land Affected - Others(Th.Ha.)
12.91

Number of Families Affected - ST
1375


Attractions
Somasila dam in the state is itself a grand place of tourism but accept this place some other interesting spots are also located in the nearby areas of this dam.


Krishna Water Scheme
This water scheme is another attraction around Somasila Dam.  Krishna Water Scheme is providing irrigating, drinking water support to Tamil Nadu areas, is located just around this dam. 
Ancient Period Temples
In the surrounding areas of Somasila, there are various temples of ancient period.  A Lord Ramakrishnaswamy is located at 54 kilometers distance from this dam site.  It is believed that in this temple, Rishi Kanva had taken rest for some time.  He also preached there and due to the blessings of the Rishi, this area is green till date.
Various type of water sports, boating and water scooting facilities have been provided by the state government in this area.  A park and view point of the dam has been designed in very technical manner to attract a number of visitors to this area time and again. Connectivity to this dam is well by means of Air, Rail and Raod routes.  Hyderabad is the nearest airport to this dam.  Hyderabad airport is just located at 80 kilometers distance from this location.  Nellore is the nearest railway station from where all the major trains of BG available at all time.  From railway station, frequent transportation facilities are available to access this dam.




Andhra Pradesh Kandaleru dam

History
This dam was conceptualised in 1987, paper work done in 1989 and execution started.  After seven years of concerted efforts, this dam was finally completed in 1995 all respects. At the time of construction of this dam, Nellore district was being irrigated under Telugu Ganga Project but the sufficient quantity of water, which was required by the surrounding area, was not getting.  Seeing the conditions even after, support of Telugu Ganga Project, the dam was constructed.  Another reason of constructing this dam that water flow of Telugu Ganga Project is right to left and the general geographical slope of the upper layer of soil in Nellore district is Left to Wright.  Thus, construction of the dam was necessary.

Velegonda hills are the base point of this dam.  One of the best features of this dam is that this is the world’s biggest dam in earthen dam category.   Water storage capacity of the dam is 68 tmc which is highest in the earthen dams.



Salient Features of Kandaleru /Kandaleru Dam
Attribute
Value

Attribute
Value
Name of the Dam
Kandaleru /Kandaleru Dam

Dam Status
Completed
River
Kandleru

Purpose
Hydroelectric,Irrigation
Nearest City
Rapur

Commencement Year
-
District
Sri Potti Sriramulu Nellore

Completion Year
1995
State
Andhra Pradesh

Operating and Maintainance Agency
Irrg.& CAD Dept.
Basin Name
East flowing rivers between Pennar and Kanyakumari

Seismic Zone
Seismic Zone-III

Dam Type
Earthen

Max Height above Foundation(m)
49
Length of Dam (m)
10752

Total Volume content of Dam (TCM)
16720
Type of Spillway
OT

Type of Spillway Gates
RD
Length of Spillway (m)
-

Number of Spillway Gates
3
Crest Level of Spillway
85

Size of Spillway Gates (m X m)
-
Spillway Capacity (cumec)
-

Mode of Operation
-
Design Flood (cumec)
14384.956733

No. of River Sluice
-

Size of Sluice(M X M)
-
Sluice Purpose
-



Salient Features of Kandaleru Reservoir
Attribute
Value

Attribute
Value
Name of Reservoir
Kandaleru Reservoir

Status
-
State
Andhra Pradesh

Basin
Krishna
River
Kandleru

Maximum Water Level (m)
89

Live Storage Capacity(MCM)
1688
Full Reservoir Level (m)
85

Dead Storage Capacity(MCM)
133.938701
Minimum Draw Down Level(m)
64

Submergence Area(Th.Ha.)
11.99
Gross Storage Capacity(MCM)
1926

Catchment Area(Sq.Km.)
390
Water Allocation - Irrigation(MCM)
-

Water Allocation - Industrial(MCM)
-
Water Allocation - Hydroelectric (MCM)
-

Water Allocation - Ecology(MCM)
-
Water Allocation - Drinking(MCM)
-

Water Allocation - Thermal(MCM)
-
Land Affected - Total(Th.Ha.)
-

Towns and Villages Affected
19
Land Affected - Culturable(Th.Ha.)
-

Number of Families Affected - Total
5456
Land Affected - Forest(Th.Ha.)
3.408

Number of Families Affected - SC
-
Land Affected - Others(Th.Ha.)
-

Number of Families Affected - ST
-
Reservoir Sedimentation Survey Done
-

Recreation activities at Reservoir
-


Attraction
Surrounding of Kandaleru dam is full of various attractions. One can visit different places accept this dam.  Nearest place to visit is Rapur.  This town is a mandal of the district and having some old temples. Nellore is famous for ancient temples.  This district is also rich in mica production