PERENCANAAN SISTEM JARINGAN PIPA DISTRIBUSI AIR BERSIH KECAMATAN SEBERANG ULU II PALEMBANG

Kecamatan Seberang Ulu II Palembang has 1.070 Ha area, with population growth and infrastructure is increasing from year to year, thereby also increasing the need for clean water, but in the provision of clean water that is less well served. For it is necessary to review the water distribution network system, which aims to find out how much water discharge to be flown on the matter, so that clean water needs are met equally. Water distribution networks are designed using calculations Manning- Gauckler-Strickler. To calculate the population projections used in the next 10 years the arithmetic, Geometric and exponential method, from the calculations, the amount of water required in the Kecamatan Seberang Ulu II, then made a calculation on each element of the discharge pipe network using the Hardy Cross method. From the calculation of the projected number of serving residents in Kecamatan Seberang Ulu II are 106.535 people until the year 2025. Total discharge of clean water needs in 2015 at 150,4244 liter/second and total discharge in 2025 at 234,5895 liter/second. Thus necessary to discharge the addition of 81,1651 liter/second to achieve clean water needs by 2025. From the calculation of budget plan to improving water distribution system needs fund Rp 40.936.774.581,00 with 140 working days