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  <title>Optimising the Plan Layout of Storm Sewer Networks</title>
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  <namePart>Walters,  G. A.</namePart>
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  <publisher>s.n.</publisher>
  <dateIssued>1982</dateIssued>
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  <extent>4.19-4.35p.: Illus.; 15 x 21 cm</extent>
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  <title>Proceedings of the First Internatioanl Seminar, Southampton, England, September 1982</title>
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 <note>Storm sewers are designed as underground networks of pipes in storm branch sewars converge to form a trunk sewer which then discharges to an outfall (figure 1). Such networks can be described as tree-like, having no loops or diverging pipes.&#13;
&#13;
LOKASI: Ruang Koleksi Umum&#13;
Rak: 4</note>
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 <subject authority="">
  <topic>STORM SEWERS</topic>
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 <classification>628.2(063)</classification>
 <identifier type="isbn">0273085964</identifier>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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