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	<title>Comments on: Penstock &amp; Hydropower Pipeline Analysis with PipeFlow®-Expert</title>
	<atom:link href="http://smallhydro.com/200907/small-micro-hydro/review-penstocks-hydro-system-pipeline-analysis-with-pipeflow%c2%ae-expert/feed/" rel="self" type="application/rss+xml" />
	<link>http://smallhydro.com/200907/small-micro-hydro/review-penstocks-hydro-system-pipeline-analysis-with-pipeflow%c2%ae-expert/</link>
	<description>Your Online Small Hydroelectric Power Resource!</description>
	<lastBuildDate>Wed, 01 Feb 2012 18:49:15 +0000</lastBuildDate>
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		<title>By: deyb</title>
		<link>http://smallhydro.com/200907/small-micro-hydro/review-penstocks-hydro-system-pipeline-analysis-with-pipeflow%c2%ae-expert/comment-page-1/#comment-1245</link>
		<dc:creator>deyb</dc:creator>
		<pubDate>Tue, 13 Sep 2011 07:35:10 +0000</pubDate>
		<guid isPermaLink="false">http://smallhydro.com/?p=1963#comment-1245</guid>
		<description>hi everyone. i just like to ask how to compute for the thickness of the mild-steel pipe to be used as the material of penstiock. The measured Head is about 30m and the flow rate is 10 cu.m/s. hope u guys could help me. thanks.</description>
		<content:encoded><![CDATA[<p>hi everyone. i just like to ask how to compute for the thickness of the mild-steel pipe to be used as the material of penstiock. The measured Head is about 30m and the flow rate is 10 cu.m/s. hope u guys could help me. thanks.</p>
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	<item>
		<title>By: swasti</title>
		<link>http://smallhydro.com/200907/small-micro-hydro/review-penstocks-hydro-system-pipeline-analysis-with-pipeflow%c2%ae-expert/comment-page-1/#comment-239</link>
		<dc:creator>swasti</dc:creator>
		<pubDate>Mon, 23 Aug 2010 11:12:39 +0000</pubDate>
		<guid isPermaLink="false">http://smallhydro.com/?p=1963#comment-239</guid>
		<description>Hello,
Can you please tell me where can we get pipe flow network software.
and i have one queries.
i want to know the 
1. effect in penstock pipe feed by two reservoir at different head (penstock from the two reservoir is joined at a point ,may be t-joint or joined  making angle and power house is feed by a single penstock from the junction.

and can i solve this problem using above software.

thanking in advance.</description>
		<content:encoded><![CDATA[<p>Hello,<br />
Can you please tell me where can we get pipe flow network software.<br />
and i have one queries.<br />
i want to know the<br />
1. effect in penstock pipe feed by two reservoir at different head (penstock from the two reservoir is joined at a point ,may be t-joint or joined  making angle and power house is feed by a single penstock from the junction.</p>
<p>and can i solve this problem using above software.</p>
<p>thanking in advance.</p>
]]></content:encoded>
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	<item>
		<title>By: Abdulfalil</title>
		<link>http://smallhydro.com/200907/small-micro-hydro/review-penstocks-hydro-system-pipeline-analysis-with-pipeflow%c2%ae-expert/comment-page-1/#comment-145</link>
		<dc:creator>Abdulfalil</dc:creator>
		<pubDate>Thu, 08 Oct 2009 20:40:46 +0000</pubDate>
		<guid isPermaLink="false">http://smallhydro.com/?p=1963#comment-145</guid>
		<description>Hi, thanks for the great information it was quite educating I really have not seen something this good, However i have being having an idea quite different from the info, i have read , although, there some similarities.
Am looking at setting up a medium seized pumped storage hydro power station as an independent power generating concern for some unserved area, and i believe this idea of pumped storage will be quite adequate
i am looking at creating both the upper reservoir and lower reservoir my self and then get two 7 mw turbine with reverse option, will use both during pick hours and then during off peak hours will use only one while the other pumps water back to the upper reservoir,
what i need to know is the seize of the upper reservoir and lower that will be constructed  and the dimensions of the penstock that will be able to power the 7 mw turbines, I hope I am making sense</description>
		<content:encoded><![CDATA[<p>Hi, thanks for the great information it was quite educating I really have not seen something this good, However i have being having an idea quite different from the info, i have read , although, there some similarities.<br />
Am looking at setting up a medium seized pumped storage hydro power station as an independent power generating concern for some unserved area, and i believe this idea of pumped storage will be quite adequate<br />
i am looking at creating both the upper reservoir and lower reservoir my self and then get two 7 mw turbine with reverse option, will use both during pick hours and then during off peak hours will use only one while the other pumps water back to the upper reservoir,<br />
what i need to know is the seize of the upper reservoir and lower that will be constructed  and the dimensions of the penstock that will be able to power the 7 mw turbines, I hope I am making sense</p>
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