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<feed xmlns="http://www.w3.org/2005/Atom" xmlns:dc="http://purl.org/dc/elements/1.1/">
  <title>NOPR Community:</title>
  <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/8392" />
  <subtitle />
  <id>http://nopr.niscpr.res.in/handle/123456789/8392</id>
  <updated>2026-10-10T23:01:15Z</updated>
  <dc:date>2026-10-10T23:01:15Z</dc:date>
  <entry>
    <title>CFD study of isothermal flow in an afterburner system</title>
    <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/30412" />
    <author>
      <name>Ganesan, S</name>
    </author>
    <author>
      <name>Kumar, S Kishore</name>
    </author>
    <author>
      <name>Ganesan, V</name>
    </author>
    <id>http://nopr.niscpr.res.in/handle/123456789/30412</id>
    <updated>2016-07-20T04:59:43Z</updated>
    <published>2005-12-01T00:00:00Z</published>
    <summary type="text">Title: CFD study of isothermal flow in an afterburner system
Authors: Ganesan, S; Kumar, S Kishore; Ganesan, V
Abstract: &lt;span style="mso-bidi-language:HI"&gt;This paper focuses a detailed numerical prediction&#xD;
of non-reacting flow analysis in a practical 1/3 scaled model gas turbine&#xD;
afterburner system. The analysis is performed using SIMPLE algorithm in a&#xD;
body-fitted multi-block grid using ST AR-CD software. The turbulence is&#xD;
simulated using standard &lt;i&gt;k-&lt;/i&gt;ɛ&lt;i&gt; &lt;/i&gt;model. The validation of software is&#xD;
carried out in a afterburner model by comparing axial, radial and&#xD;
circumferential velocities at various axial locations. The agreement between&#xD;
the prediction and experimental data are quite reasonable. The analysis is&#xD;
extended to the flow in a practical afterburner system. The afterburner system&#xD;
consists of an annular diffuser, a complex three-dimensional flame stabilizer,&#xD;
a liner with chute, screech and cooling rings holes and a convergent nozzle.&#xD;
The wall static pressures are compared with&#xD;
&#xD;
&lt;span style="mso-bidi-language:HI"&gt;experimental data obtained from rig results for&#xD;
both core and bypass casing. The agreement between CFD prediction and experimental&#xD;
data are in close agreement. The predicted length of the re-circulation zone of&#xD;
the lower radial gutter is larger&#xD;
&#xD;
&lt;span style="mso-bidi-language:HI"&gt;(2.7 times width of the gutter) than upper radial&#xD;
gutter, which is about 2.3 limes width. This is due to combined effect of annular&#xD;
diffuser and lower radial gutter. But the length of the re-circulation zone of&#xD;
the annular ring is slightly less than&#xD;
&#xD;
&lt;span style="mso-bidi-language:HI"&gt;(0.94 times) the width of the v-gutter. The effect&#xD;
at' different mass flow rates on the afterburner performance is also evaluated&#xD;
and it &lt;span style="mso-bidi-font-family:Arial;mso-bidi-language:HI"&gt;is &lt;span style="mso-bidi-language:HI"&gt;observed that mass flow rate does not affect the&#xD;
re-circulation zone characteristics. An increase of 20% in mass flow rate&#xD;
increases the exit nozzle velocity by 35%.&#xD;
&#xD;
&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;
Page(s): 487-497</summary>
    <dc:date>2005-12-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>A new design proposal for intelligent routers to avoid congestion in TCP/IP networks</title>
    <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/30411" />
    <author>
      <name>Pujeri, Ramachandra V</name>
    </author>
    <author>
      <name>Sivanandam, S N</name>
    </author>
    <id>http://nopr.niscpr.res.in/handle/123456789/30411</id>
    <updated>2016-07-20T04:58:18Z</updated>
    <published>2005-12-01T00:00:00Z</published>
    <summary type="text">Title: A new design proposal for intelligent routers to avoid congestion in TCP/IP networks
Authors: Pujeri, Ramachandra V; Sivanandam, S N
Abstract: &lt;span style="mso-bidi-language:HI"&gt;In this paper, the various methods to detect&#xD;
network congestion and a method to avoid and recover from such congestion are&#xD;
discussed. This is a proposal to embed intelligence within routers, which will&#xD;
enable them to periodically check each of their communication paths for&#xD;
congestion and correspondingly update their router table and heuristic knowledge&#xD;
base. This is done using a new artificial intelligence concept called the&#xD;
software agents. This method provides a level of abstraction thereby minimizing&#xD;
the visible complexity, so that the source and destination can be designed more&#xD;
easily.&#xD;
&#xD;
&lt;/span&gt;
Page(s): 481-486</summary>
    <dc:date>2005-12-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>Behaviour of slurry infiltrated fibrous concrete (SIFCON) simply supported two-way slabs in flexure</title>
    <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/30410" />
    <author>
      <name>Rao, H Sudarsana</name>
    </author>
    <author>
      <name>Ramana, N V</name>
    </author>
    <id>http://nopr.niscpr.res.in/handle/123456789/30410</id>
    <updated>2016-07-20T04:56:35Z</updated>
    <published>2005-10-01T00:00:00Z</published>
    <summary type="text">Title: Behaviour of slurry infiltrated fibrous concrete (SIFCON) simply supported two-way slabs in flexure
Authors: Rao, H Sudarsana; Ramana, N V
Abstract: &lt;span style="mso-bidi-language:HI"&gt;Slurry infiltrated fibre concrete (SIFCON) is one&#xD;
of the recently developed construction material. SIFCON could be considered as&#xD;
a special type of fibre concrete with high fibre content. The matrix consists&#xD;
of cement slurry or flowing cement mortar. This composite material has already&#xD;
been used for structures subjected to blast loading, repair of pre-stressed concrete&#xD;
beams and safe vaults&lt;sup&gt;1&lt;/sup&gt;. This paper presents the information on&#xD;
behaviour of two-way slabs in flexure. Flexure and cyclic load tests have been&#xD;
conducted and compared with fibre reinforced concrete (FRC) and plain concrete&#xD;
slabs. Both strength and deflection characteristics have been studied. The&#xD;
results of the experimental investigation indicate that with 12% fibre by&#xD;
volume of matrix slabs possess excellent performance among other slabs in all&#xD;
respects.&#xD;
&#xD;
&lt;/span&gt;
Page(s): 427-433</summary>
    <dc:date>2005-10-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>Interference effects on wind pressures on low-rise and high-rise square structures in side-by-side arrangement</title>
    <link rel="alternate" href="http://nopr.niscpr.res.in/handle/123456789/30409" />
    <author>
      <name>Lakshminarasimhan, J</name>
    </author>
    <author>
      <name>Gowda, B H Lakshmana</name>
    </author>
    <author>
      <name>Sivannarayana, Ch</name>
    </author>
    <id>http://nopr.niscpr.res.in/handle/123456789/30409</id>
    <updated>2016-07-20T04:55:45Z</updated>
    <published>2005-10-01T00:00:00Z</published>
    <summary type="text">Title: Interference effects on wind pressures on low-rise and high-rise square structures in side-by-side arrangement
Authors: Lakshminarasimhan, J; Gowda, B H Lakshmana; Sivannarayana, Ch
Abstract: &lt;span style="mso-bidi-language:HI"&gt;In this paper, the effects of interference on&#xD;
three-dimensional bluff bodies with square cross-section placed in side-by-side&#xD;
arrangement for a low-rise body and a high-rise body have been investigated&#xD;
experimentally. The extent of interference effects are brought out by varying&#xD;
the spacing between the bodies. The pressure distributions on the surfaces of&#xD;
the bodies are measured to bring out the severity of interference due to&#xD;
another body adjacent to it. The bodies are exposed to an air stream with a&#xD;
velocity profile satisfying the 1/7&lt;sup&gt;th&lt;/sup&gt; power law. It is seen that the&#xD;
pressure distribution on rear side and interference side is greatly affected&#xD;
for low-rise body when interfered by a high-rise body in close proximity.&#xD;
&#xD;
&lt;/span&gt;
Page(s): 398-410</summary>
    <dc:date>2005-10-01T00:00:00Z</dc:date>
  </entry>
</feed>

