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      <title>SEWERAGE SYSTEM by Nsabrinasllh</title>
      <link>https://padlet.com/nsabrinasalleh/7az3rlzkhndbz3l5</link>
      <description>Made by Nur Sabrina Binti Mohd Salleh 17DKA18F2029</description>
      <language>en-us</language>
      <pubDate>2020-10-27 03:56:36 UTC</pubDate>
      <lastBuildDate>2024-10-27 13:40:26 UTC</lastBuildDate>
      <webMaster>hello@padlet.com</webMaster>
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         <title>TYPE OF SEWERAGE SYSTEM</title>
         <author>nsabrinasalleh</author>
         <link>https://padlet.com/nsabrinasalleh/7az3rlzkhndbz3l5/wish/864329832</link>
         <description><![CDATA[<div><br><strong>COMBINED SYSTEM<br></strong>• When both sanitary sewage and storm water are carried in a single sewer, it is called a combined system.<br>• When the flow in a combined sewer consist of only domestic sewage and industrial waste without storm water, flow is called "DRY WEATHER FLOW"<br>  <br><strong><em>ADVANTAGES </em></strong><br>• Easy cleaning because of larger diameter.<br>• Reasonable maintenance cost.<br>• Strength of sewage is reduced due to dilution<br>of sewage by storm water.<br>• This system requires only one set of sewer<br>making it economical<br><br><strong><em>DISADVANTAGE</em></strong><br>• In storm season sewer may overflow and the<br>sewer may damage causing serious health risks<br>• The combine sewer gets silted and becomes foul<br>in dry days<br>• Load on treatment plant is more because storm<br>water is also carried there<br>• The storm water gets polluted unnecessarily<br>• The system becomes uneconomical when<br>pumping is needed<br><br><strong>SEPARATE SYSTEM</strong><br>• In this system two separate sets of sewer are installed, one for collection and conveyance of sanitary sewage and other for storm water.<br>• As storm water is carried separately, it is not foul in nature and normal coarse without any treatment.<br>• Where as the sanitary sewage is taken to treatment plant separately and after requires treatment  it is disposed off.<br><br><strong><em>ADVANTAGES </em></strong><br>• The load on treatment plant is less as only<br>sewage is carried to the plant.<br>• The size of sewer is small, thus economical<br>• When pumping is required, the system proves<br>to be economical.<br>• Natural/storm water is not unnecessarily<br>polluted by sewage.<br><br><strong><em>DISADVANTAGE</em></strong><br>• Cleaning of sewer is difficult due to their small<br>size.<br>• The self cleansing velocity is not easily obtained.<br>• The storm sewers come in operation in rainy<br>season only. They may be chocked in dry season<br>by garbage.<br>• Maintenance cost is high.<br>• They are likely to get chocked.<br><br><strong>PARTICALLY SYSTEM</strong><br>• There are two collection system or pipe network:<br>    &gt; for collecting domestic sewage as sanitary sewerage system<br>    &gt; for collecting storm water as strom water drainage system<br><br><strong><em>ADVANTAGES</em></strong> <br>• It combines the good features of both systems.<br>• The silting is avoided due to entry of storm<br>water.<br>• The storm water from houses is easily<br>disposed off.<br>• The sewers are of reasonable size.<br><br><strong><em>DISADVANTAGE</em></strong><br>• A very small fraction of bad features of<br>combined system are there in partially<br>separated system.<br>• laying two sets of sewer is costly<br>• Small sewer easily get shocked and are difficult to clean</div>]]></description>
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         <pubDate>2020-10-27 04:04:02 UTC</pubDate>
         <guid>https://padlet.com/nsabrinasalleh/7az3rlzkhndbz3l5/wish/864329832</guid>
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         <title>SYSTEM OF LAYOUT</title>
         <author>nsabrinasalleh</author>
         <link>https://padlet.com/nsabrinasalleh/7az3rlzkhndbz3l5/wish/864419506</link>
         <description><![CDATA[<div>• The system must be drawn to show the location  of the pipe and so on. The process involved of:<br>  &gt; Preparing the sewerage layout plan to shown the flow of sewerage , position of the network, size of pipe and position of manholes<br><br>• Sewer follow natural drainage  ways to minimize excavation and pumping requirements. Large trunk sewers are usually constructed in low-lying areas closely paralleling streams or channels. in general, pipes should cross contours at right angles.<br><br>• Located pipe<br>  &gt; place for easy connection for future user<br>   &gt; provide access for maintance <br>   &gt; accomplished by placing them in streets or other right of way</div>]]></description>
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         <pubDate>2020-10-27 04:58:20 UTC</pubDate>
         <guid>https://padlet.com/nsabrinasalleh/7az3rlzkhndbz3l5/wish/864419506</guid>
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