ALGORITMA GENETIK UNTUK OPTIMASI DIAMETER PIPA PADA JARINGAN PIPA BERCABANG DI KECAMATAN TUREN KABUPATEN MALANG
| Main Author: | MERAH, LELIAN SEKAR |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2011
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15186/ |
Daftar Isi:
- Water is the principal need which is as the main key of human life, it is for the maintenance of human?s daily needs such as home consumption or other needs. Therefore, we should know how to apply the water which fits with human life, water application has he deep close interaction with the water source and water needs. One of the factor which decides is he effectivity of the suitable has the ability with the capacity of debit and rest of pressure or based on the needs of each service. At Turen District related on the final project of "Wire System of Health Water an Turen District" (Ali, 2009), wich is finished first shows the very high rest of pressure (43.86 m) amon point. They are the minimum rest of pressure 1,99 m an maximum?s rest of pressure 53,63 m, those value are not efficient. From the optimum result which applies Genetic Algorithm has rest of pressure, it is showed by the different rest of pressure 29.49 m with the minimum point is 7.93 m and the maximum point is 34.72 m. However, they have variations of diameters. Therefore, they should be diameters. The result of shows the control of pressure rest. They are minimum point of pressure 7.93 m and maximum point by pressure 47.42 m. The point rest of pressure on existing condition is 43.86 m.