Title: |
Dynamic compensation
requirement analysis for an Indian utility |
Author (s): |
Anshul Chaudhary, Vivek C.
Niraj, S. Prabhakar Karthikeyan, R. Nagaraja, I. J. Raglend and D. P.
Kothari |
Abstract: |
This paper presents a
technique to find out the suitable dynamic compensation requirement for
an Indian utility i.e. Maharashtra region. The practical system
considered was a part of western grid which is very critical for power
evacuation from a major generating station. The objective of this paper
was to increase the power flow in identified weak lines using dynamic
compensation. As the variable capacitor does not suite economically, the
option of using the series compensation which is used for reducing the
angular separation and shunt compensation with (static VAR compensator)
SVC was used for damping out the voltage oscillations at the receiving
end is explored. The study result showed that the power flow could be
increased considerably in the weak lines and also the system was stable
in the steady state as well as in the dynamic conditions. |
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Title: |
Computational modeling and
simulation of low velocity impact on fibrous composite panels drop
weight un_partitioned model |
Author (s): |
Umar Farooq and Kar Gregory |
Abstract: |
A computational model
was developed to simulate and predict failure response of fibrous
composite panels subjected to drop-weight impact on un-partitioned
fibrous composite panels using finite element analysis. The mathematical
formulation consisting of constitutive, equilibrium, and
strain-displacement relations; finite element formulation with contact
and external force; failure criteria proposed by Hasin. Finite Element
Method (FEM) was chosen to perform simulation in commercially available
software ABAQUS incorporating dynamic load in time-domain instead of
using conventional analysis procedures of quasi-static indentation or
drop weight model. To improve convergence, adaptive meshing techniques
were employed to mesh the regions of high stress gradient with fine
meshes and coarse meshes for the rest. Results were compared with the
results from the available literature and found to be in good agreement.
However, some values of acceleration parameters were very large. That
was due to being computed from second order derivates, divided by very
small time step size produced such larger values. Therefore, a
four-point moving average filter was applied to remove ‘noise’ from the
results. Some of the results from failure threshold loads were selected
and included in the form of tables, contour plots and graphs. |
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Title: |
Electrical energy loss in
rural distribution feeders- A case study |
Author (s): |
K. V. S. Ramachandra
Murthy and M. Ramalinga Raju |
Abstract: |
This paper presents the
analysis of electrical energy loss in rural distribution feeders.
Eastern Power Distribution Corporation Limited, APEPDCL of Andhra
Pradesh State in India has been implementing some methods to reduce
technical losses on rural distribution feeders. Statistical Data of two
years on 80 rural distribution feeders of Visakhapatnam district has
been analyzed and the results were presented. Field survey has been
conducted to assess the exact conditions of feeder loading and
distribution system configurations. The rural distribution feeders
considered predominantly supply the agricultural loads. Month wise
cumulative percentage energy loss, power factor, length of line and line
capacity were taken into consideration for analysis. Data of some sample
feeders was presented. Critical observations were summarized.
Suggestions were given for further improvement of efficiency of the
system and reduction of losses based on simulation studies carried out. |
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Title: |
Creep-shrinkage behaviour of composite
systems due to varying shear wall properties |
Author (s): |
Peeyus Chowdhary and Ravi sharma |
Abstract: |
Adjacent vertical
members (columns and shear walls) in a tall building undergo
differential time dependent deformations due to creep and shrinkage in
concrete. These differential deformations in adjacent vertical members
produce shear and moments in the connecting beams or slabs which further
result in a redistribution of forces among vertical members. Shear walls
in composite frame-shear wall systems are of concrete and properties of
these will affect creep and shrinkage behaviour of these composite
frame-shear wall systems. In this paper, behavioural studies are
reported for these systems with varying shear wall properties. In these
studies, the creep and shrinkage effects on deflections, differential
deflections and axial forces in various members are evaluated. It is
shown that significant change occurs in net change in elastic forces
when volume to surface ratio is varied. |
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Title: |
A novel approach for detection of
digestive system disorders |
Author (s): |
G. Gopu, R. Neelaveni and K. Porkumaran |
Abstract: |
The digestive system is
the one of the important system in the human body, which plays major
role directly or indirectly for the normal function of human body. Most
of the people around the world have the digestive system disorders due
to improper digestion of food due to inefficient performance of stomach
activity. The main objective of this paper is to propose a novel method
of finding the digestive system disorders using Electrogastrogram [EGG],
which is a non-invasive, cheap and painless method by detecting the
electrical signal from the stomach cutaneously and also it acts as a
preliminary investigation without a need for Endoscopy which is painful
investigation. The recording setup explained in this proposed system
includes LabVIEW software and hardware which is used to record the EGG
for more than hundred patients, nearly 75% of the patients suffered from
digestive system disorders, such as Dyspepsia, Stomach ulcer, nausea,
cyclic vomiting syndrome, etc. For the above said digestive system
disorders dissimilarity is found in its frequency and amplitude is
compared with its normal individual parameter (3cpm) at a fair amount of
accuracy. |
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Title: |
Flexural strength and creep characteristic
of tiles containing marble powder |
Author (s): |
R. C. Gupta, A. Misra and M. Raisinghani |
Abstract: |
Marble Powder is a
waste product from marble cutting industries. It is produced in huge
quantities and is a big environmental and health hazard. Therefore,
researchers are focusing on development of technologies for its mass
consumption. The present research aims to use marble powder in bulk
quantities for manufacture of tiles. This paper presents results of an
investigation on flexural strength and flexural creep characteristics of
the flooring tiles containing marble powder. Four different mix
proportions (1:5 to 1:8) were chosen for the investigation. The strength
testing was carried out as per IS: 1237 and creep specimens were
subjected to sustained central line load at 0.75 stress-strength ratio
(applied stress: ultimate flexural strength) for a period up to 81 days.
The change in deformation was found to become negligible between 45 to
60 days. The results indicated that the tiles satisfying flexural
strength requirement as per IS: 1237 can be manufactured having marble
powder content up to approximately 87%. These specimens also indicated
that the creep deformations are lesser for tiles having greater
proportions of marble powder. |
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Title: |
Mathematical failure-theory (MFT)
methodology in pavement management system for rehabilitation and repair
methods selection |
Author (s): |
Fereidoon Moghadas Nejad, Hasan Ziari and
Ameri Mahmod |
Abstract: |
Pavement rehabilitation
and repair methods selection is one of the key issues many road
organizations and researchers have occupied. Not only road management
cost but also road user’s cost and cost for inhabitants and community
should be included in the life cycle cost in order to help
infrastructure investment judgment. Thus in estimating life cycle cost,
Pavement rehabilitation and repair methods selection is essential even
if technological capabilities of evaluation are not sufficient. In order
for Pavement Management Systems (PMS) to be effective, they must be
based on a reliable, statistically sound means for the rehabilitation
and repair methods that are present on the system. To make sensible life
cycle cost decisions in design and rehabilitation, pavement engineers
must be able to account for distress phenomena and repair methods. This
paper will present a Mathematical Failure-Theory (MFT) methodology for
incorporating statistical and probabilistically Factors into life cycle
cost analysis and PMS. This approach gives the engineer the ability to
statistically and probability consider different rehabilitation and
repair method and statistically and probability factors in computing the
life cycle costs for rehabilitation and repair methods selection. |
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Title: |
Design of telemedicine systems for rural
and urban areas in Iraq |
Author (s): |
Jabir S. Aziz, Osama Abbas Hussein and
Amer Naoom |
Abstract: |
Telemedicine is the use
of information technology to deliver medical services and information
from one location to another. The evolution and growth of telemedicine
is highly correlated with the developments in communication technology
and IT software development. In Iraq health services was degraded not
only in rural areas, but also, in the big cities because of the
migration of doctors, especially, specialist doctors. There is a great
shortage in the advance medical equipments so that there is a great need
for telemedicine. This paper introduces two issues related to the
telemedicine; the first issue is to introduce and discusses the
possibilities of all available technologies that can be used to
implement telemedicine facility in Iraq. Three scenarios of different
levels and requirements were analyzed to cover the possible cases (big
city, small town and mobile unit in a rural area). The second issue is
to introduce the design and implementation of E-Hospitals to facilitate
the process of medical data exchange. |
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Title: |
Static displacements due to single couples
in a layered half-space |
Author (s): |
Ravinder Kumar Sahrawat and Kuldip Singh |
Abstract: |
Closed form analytical
expressions for the displacement field due to single couples in a layer
overlying a half-space using the Fourier Transform Method in term of
Galerkin vector are obtained. In engineering, elastic layer represents
an elastic plate while in geophysics it represents a lithosphere. This
type of coupling of an elastic layer overlying an elastic half-space
corresponds to the realistic earth model-lithosphere lying over an
asthenoshere. These expressions are true for all Lame’s parameters to
remain non-zero and non-infinite. The final results are simple and quite
convenient. |
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Title: |
A genetic algorithm based approach for
optimal allocation of distributed generations in power systems for
voltage sensitive loads |
Author (s): |
Raj Kumar Singh and S.K. Goswami |
Abstract: |
Connecting green power
sources to power grid are gradually becoming popular. Proper placement
and sizing of these energy sources is important in order to obtain their
maximum potential benefits. There have been studies to allocate the DG,
in which loads are generally modeled as constant power or constant
current types of loads. Since most of the distribution system loads are
uncontrolled and dependent on the voltage and frequency of the system.
Accordingly in this study a methodology has been presented that uses
genetic algorithm to optimally place the DGs in terms of locations and
sizes so as to minimize the per unit locational charges for active power
at buses by incorporating different voltage dependent static load
models. The presence of DG sources at distribution level has changed the
characteristics of distribution network from passive to active. Nodal
pricing and per unit locational charges often used in the pricing of
short-term operation in transmission are good candidates to consider in
distribution. Several simulation studies have been conducted on radial
feeder as well as networked systems with single DG and multiple DG
separately, subjected to no voltage violation at any of the buses. |
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Title: |
Optimal capacitor placement for voltage
stability enhancement in distribution systems |
Author (s): |
Aravindhababu P. and Mohan G. |
Abstract: |
Voltage instability in
power systems is characterised by a monotonic voltage drop, which is
slow at first and becomes abrupt after some time; and occurs when the
system is unable to meet the increasing power demand. The operating
conditions of the present day distribution systems are closer to the
voltage stability boundaries due to the ever increasing load demand.
Capacitors are used in distribution systems to minimise line losses and
improve the voltage profile. A new algorithm for optimal locations and
sizing of static and/or switched shunt capacitors, with a view to
enhance voltage stability is presented in this paper. The superiority of
this approach is demonstrated by testing the algorithm on 33 and 69-node
distribution systems. |
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