Nugroho, Hamid Deny and Hendrasari, Ratna Septi (2020) ANALISIS PRIORITAS REHABILITASI BENDUNG DI WILAYAH KERJA UPT DINAS PENGAIRAN KABUPATEN PONOROGO ANALYSIS OF WEIR REHABILITATION PRIORITY IN THE WORKING AREA OF PONOROGO DISTRICT WATER SERVICE. Tugas Akhir thesis, University Technology Yogyakarta.
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Abstract
ABSTRAK Bendung merupakan salah satu infrastruktur bangunan saluran irigasi yang mempunyai peranan penting dalam pengembangan perekonomian di suatu daerah terutama di bidang pertanian. Seiring perjalanan waktu, usia pembangunan bendung di Kabupaten Ponorogo khususnya di sungai Pelem, telah mengalami kerusakan yang disebabkan karena tingginya debit air dan material bebatuan sungai yang terbawa arus. Penelitian tentang prioritas rehabilitasi bendung pada tiap komponen bendung. Penelitian ini diperlukan untuk mempermudah dinas UPTD Karangan untuk memilih bendung yang akan diprioritaskan untuk direhabilitasi terlebih dahulu sesuai anggaran yang ada. Tujuan penelitian ini adalah mengetahui kondisi kerusakan komponen bendung, mengetahui prioritas rehabilitasi bendung, dan mengetahui bendung yang diprioritaskan untuk direhabilitasi dengan metode Analitical Hierarchy Process (AHP) dan Teqhnicque For Others Reference by Similarity to Ideal Soultion (TOPSIS). Metode dalam penelitian ini dilakukan dengan cara melukukan survei kelokasi bendung. Dari hasil perhitungan diperoleh kesimpulan bahwa tingkat kerusakan pada bendung Wates 46,41%; Trenggulun 44,17%; Sedoyo 27,55%; Watudukun 13,83%; Ngeprih 71,36%; Puro 2,64%; Kurung 5,41%; Puguh 24,88%; Kunti 10,66%; Nilai prioritas rehabilitasi menggunakan metode AHP yaitu b. Nilai prioritas rehabilitasi menggunakan metode AHP yaitu Bendung Wates 0,201; Ngeprih 0,173; Sedoyo 0,104; Trenggulun 0,101; Kurung 0,080; Nglodo 0,072; Watudukun 0,070; Kunti 0,070; Puguh 0,068; Puro 0,063. Nilai prioritas rehabilitasi menggunakan metode TOPSIS yaitu Bendung Wates 1,000; Ngeprih 0,007; Sedoyo 0,003; Trenggulun 0,003; Kurung 0,002; Nglodo 0,001; Watudukun 0,001; Kunti 0,001; Puguh 0,001; Puro 0,000. Dari kedua metode tersebut hasil prioritas rehabilitasi sama yaitu pada Bendung Wates. Kata kunci: AHP, Bendung, Prioritas, Rehabilitasi, TOPSIS Weir is one of the irrigation canal building infrastructure which has an important role in developing the economy in an area, especially in agriculture. Over time, the age of the construction of Weirs in Ponorogo Regency, especially in the Pelem river, has been Weiraged due to the high flow of water and river rock material that is carried by the current. This research is about the priority of Weir rehabilitation on each component of the weir. This research is needed to make it easier for the Karangan UPTD service to select weirs which will be prioritized for rehabilitation according to the existing budget. The purpose of this study was to determine the condition of Weir component Weir, to know the priority of Weir rehabilitation, and to know the priority Weirs to be rehabilitated by Analitical Hierarchy Process (AHP) and Teqhnicque For Others Reference by Similarity to Ideal Soultion (TOPSIS) methods. The method in this study was carried out by surveying the location of the weir From the calculation results, it can be concluded that the damage rate at Wates weir is 46.41%; Prenggulun 44.17%; Sedoyo 27.55%; Population 13.83%; Ngeprih 71.36%; Puro 2.64%; 5.41% parentheses; Puguh 24.88%; Kunti 10.66%; The priority value of rehabilitation uses the AHP method, namely b. Using the AHP method, the priority value for rehabilitation of Wates Weir is 0.201; Ngeprih 0.173; Sedoyo 0,104; Prenggulun 0,101; 0.080 brackets; Nglodo 0.072; 0.070; Kunti 0.070; Pug 0,068; Puro 0.063. Priority rehabilitation values using the TOPSIS method are Wates 1,000 weir; Ngeprih 0.007; Sedoyo 0,003; Prenggulun 0.003; Brackets 0.002; Nglodo 0.001; Population 0.001; Kunti 0.001; Tug 0.001; Puro 0,000. Of the two methods the results of the same priority rehabilitation are in Wates Weir. Keywords: AHP, Weir, Priority, Rehabilitation, TOPSIS
| Item Type: | Thesis (Skripsi, Tugas Akhir or Kerja Praktek) (Tugas Akhir) |
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| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Sains dan Teknologi > S1 Teknik Sipil |
| Depositing User: | Kaprodi S1 Teknik Sipil UTY |
| Date Deposited: | 16 Oct 2020 06:56 |
| Last Modified: | 16 Oct 2020 06:56 |
| URI: | http://eprints.uty.ac.id/id/eprint/5903 |
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