TA ANALISIS KINERJA JARINGAN DISTRIBUSI WATER TREATMENT PROCESS PADA PT. PERTAMINA RU V BALIKPAPAN TUGAS AKHIR

Abstract

Water is the source of life for living. This study is aiming to determine the amount of clean water requierements for distributed settlements and WTP capacity in carrying out several processing processes. The subject of this research is a clean water treatment unit, namely WTP I which are under the implementation and supervisionof the production department of PT. Pertamina Refinery Unit V.
The primary data is the type of WTP specifications PT. Pertamina RU V. The secondary data is technical data on WTP and the population of WTP distributed PT. Pertamina RU V. 
This study concludes that the number of needs in 2018 is 11.240 liters/second. For the storage capacity obtained for coagulation tanks has a volume capacity of 23.6 m3, the floccuation tank has a volume capacity volume capacity of 624 m3, the tank has a capacity of 2119.5 m3, the tank has a volume capacity of 41526 m3, the chlorine tank has a volume capacity the capacity is 14.7 m3, then if the total volume of the capacity is equal to 44307.8 m3, it can be concluded that WTP is still capable of meeting the required distribution needs, which is equal to 44307.8 m3 against 42576 m3