TUGAS PERANCANGAN PLTAPerancangan Layout PLTMH Sungai Citanduy-Lw.Tonjongdisusun untuk memenuhi salah satu tugas mata kuliah Perancangan PLTA

Dosen Pembimbing: Oleh: Allif Luthfi Fauziah NIM. 111724004 3-TPTL

TEKNOLOGI PEMBANGKIT TENAGA LISTRIKTEKNIK KONVERSI ENERGIPOLITEKNIK NEGERI BANDUNG2014A. Identitas Sungaia. Nama Sungai: Citanduyb. Nama Tempat: Lw.Tonjongc. Induk Sungai: Citanduyd. Letak Geografis: -007018 LS -108014 BTe. Lokasi: Kec.Cipedes, Kab.Tasikmalaya, Prop.Jawa Barat

B. Gambar Sungai (Google Earth)

c. Data PSDATABEL BESARNYA ALIRAN HARIAN (M3/DET) :

TanggalJAN.PEB.MAR.APR.MEI.JUN.JUL.AGU.SEP.OKT.NOP.DES.

15754.26446.934.720.358.352.928.548.974.445

231.243.746.352.232.419.966.941.22854.264.748.2

370.646.336.446.329.621.861.941.231.254.255.651.5

464.746.336.454.226.919.957.643.133.549.555.653.5

554.265.54054.924.319.448.945.632.9455954.9

654.249.554.256.325.317.54045.639.44563.358.3

750.935.850.241.924.816.241.24541.266.952.955.6

850.24041.953.522.815.346.952.940.665.54554.2

95950.929.638.820.813.267.750.938.265.547.651.5

1070.646.945.62918.912.45965.538.240.64045

1172.14571.426.917.117.158.359.737.637.639.448.2

1265.556.358.324.814.915.366.95735.237.646.349.5

1366.967.754.922.813.22865.551.534.744.466.950.2

1463.357.652.244.411.630.760.541.234.144.469.151.5

1558.362.651.539.414.938.254.241.236.461.966.954.9

1658.359.746.335.830.738.851.545.635.255.660.552.9

1746.373.64533.526.947.650.238.835.269.159.753.5

1841.252.241.230.724.850.954.237.633.565.556.357.6

1941.259372823.337.651.536.433.560.547.659

2041.292.629.625.817.135.261.232.934.152.243.759.7

2141.2104.427.424.315.332.95745.636.44036.461.9

2265.573.630.722.313.656.354.256.335.835.835.259.7

2366.954.966.920.31238.247.654.234.135.232.965.5

2459.74564.721.810.436.445.654.934.132.942.561.9

2552.254.958.335.26434.154.248.232.932.459.759.7

2651.550.958.326.936.428.544.442.532.436.464.758.3

2751.562.666.948.932.429.64541.231.278.254.261.2

2852.970.665.537292952.941.231.275.250.259.7

2950.266.960.533.525.825.354.24532.965.552.258.3

3050.2 50.232.923.323.352.241.932.971.441.960.5

3150.2 50.2 23.3 51.535.8 73.6 65.5

Rata-rata 55.1458.2549.4136.3123.8928.2954.2446.2234.5252.9352.8255.72

ALIRAN KM2

(L/DET) 129.2136.5115.885.15666.3127.1108.380.9124123.8130.5

TG. ALIRAN

(MM) 346342310.1220.5149.9171.8340.4290.1209.6332.1320.8349.7

METER KUBIK

(10^6) 147.7146132.394.16473.3145.3123.889.5141.8136.9149.2

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D. Debit Rata-rata SungaiBulanJanFebMarAprMeiJunJulAugSepOktNovDes

Debit55.1458.2549.4136.3123.8928.2954.2446.2234.5252.9352.8255.72

E. Grafik Debit Sungai dan Diagram FDC

F. Tabel Hasil Perhitungan Daya dan EnergiDebit Desain: 39.2 m3/detTinggi Jatuhan: 12.0 mPerawatan Rutin/thn: 4.0%Perawatan Tak Terduga: 5.0%Penurunan Efisiensi/thn: 0.5% Gangguan Jaringan: 3.2%NO% PROBABILITYQ PROBQ OPERASITurbin

QT1turgtrafo GWh

11265.5839.239.20.910.940.953.5

22354.0239.239.20.910.940.953.5

33448.0939.239.20.910.940.953.5

44344.7239.239.20.910.940.953.5

55242.2539.239.20.910.940.953.5

66040.4839.239.20.910.940.953.5

76739.0339.0339.030.910.940.953.5

87537.7837.7837.780.910.940.953.4

98236.7736.7736.770.910.940.953.3

108835.9735.9735.970.890.920.933.0

119435.2935.2935.290.870.90.912.8

1210034.6634.6634.660.860.880.892.6

PRODUKSI ENERGI TAHUNAN39.51

TOTAL PRODUKSI ENERGI TAHUNAN39.51