Optimalisasi Dimensi Pipa Pesat pada Proyek Pita Ampel Gading dengan Kapasitas 10.000 Kw  

Oleh:

Purwati, Endang

Jenis: Article from Journal - ilmiah nasional
Dalam koleksi: Jurnal Ilmu-Ilmu Teknik (Engineering) vol. 18 no. 1 (Apr. 2006), page 42-50.
Topik: Penstock; Diameter and Thickness of Pipa

Ketersediaan

Perpustakaan Pusat (Semanggi) Nomor Panggil: JJ106 Non-tandon: 1 (dapat dipinjam: 0) Tandon: tidak ada

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Isi artikel

PLTA AmpeI Gading sharp to build a power station that use a natural potency advantage region. Tawangsari Spillway at Bebek River and Grojogan Spillway at Grojogan River still at the region can use for supply electric get a discharge (5 m3dt’) at PLTA Ampel Gading. Gross head is 229,20 in to get up electric power there set down at downstream river. The length of water way from storage to penstock L = 307 in. The power can be get up 9602.334 KW, so that be hoped can give electric capacity addition, that’s lie at electric region networking. This research plan is a demensionally of penstock that is crucial part of water power electric building. Penstock usual made of steel material to be able sustain high pressure and bearer flow from the heart race to turbine. The research constitute a diameters ann treatment and than researched an optimum diameter pipe (concordant to economical aid technical aspect), aid describe a thickness of pipe for tension control regarding to the permit tension. (6 <ô,, ). At last the result we car find the optimum diameter pipe is 1.4 m. So that the plan of penstock at water power engineering project use L4 m diameter. Water hammer pressure analyze be found that the thick of penstock 1s7 m.

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