THE DETERMINATION OF THE DEPTH OF TPI PALANG’S HARBOUR BASIN TUBAN THROUGH CALCULATION OF TIDE COMPONENT

Marita Ika Joesidawati

Abstract

Determination of the datum chart using the tide component can be used to determine the depth of the harbour basin. TPI Palang's harbour basin is often used as a place for mooring fishing boats, but it often happens that the ships get stuck before entering the haarbour basin. The type of fishing ship at the TPI Palang harbour basin is a payang boat with a draft depth of 2 m. The depth of the harbour basin measurement results in July 2017 was 8 m, while based on the bathymetric map is 12 m. Palang waters, in Tuban Regency is located in the North Sea of East Java, which is open water type, therefore the determination of the depth of the harbour basin is based on the state of the water, is 1.2 x ship draft, which is 2.4 m. The least square and the admiralty method were used to compare the best method in calculating the tidal component. Researchers used tidal data for August 2016- July 2017 obtained from BIG. The tidal type of the Palang waters is diurnal, with an F value for admiralty treatment of 5,160 with least square processing of 5,167. The correlation coefficient of the tidal component with admiralty processing occurs in K1-MS4 of 0.792, while the least square occurs in K1-M4 of 1.6. The result of the calculation of the tidal component of the least square is used to determine the value of the datum chart. The IHO (International Hydrographic Organization) datum chart is used as a basic reference for calculating the depth of the TPI Palang harbour basin. The results show that the required depth of Palang waters in the existing condition (8 m) still requires dredging between 0.033 - 1.071 m. However, to meet the standard of the harbour basin, the required depth is 13,071 m (from LWS) to 13,557 m (from LLWS) which means that the dredging of the harbour basin is about ± 4 m.

Keywords

least square; admiralty; chart datum; tides; coastal waters

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References

AL, P. (n.d.). Penamaan Laut dan Samudera.

Anggraini, N. (2006). Detail Desain Pelabuhan Peti Kemas di Kalianak, Surabaya. Institut Teknologi.

Annisa, N. K. R. (2017). Analisis Kedalaman Perairan Untuk Mengetahui Volume Pengerukan Kolam Dermaga Nilam, Pelabuhan Tanjung Perak Surabaya. Universitas Brawijaya.

Azis, M. A., Iskandar, B. H., & Novita, Y. (2017). Ratio of the main dimensions and static stability traditional Purse Seiner in Pinrang. Jurnal Ilmu Dan Teknologi Kelautan Tropis, 9(1), 19–28.

Benyamin, A. J. (2009). Penentuan Chart Datum Dengan Menggunakan Komponen Pasut Untuk Penentuan Kedalaman Kolam Dermaga. Surabaya: Program Studi Teknik Geomatika.

Diskanak. (2017). Laporan Tahunan.

Gracella, G. (2019). UJI KUALITAS HASIL ANALISA PERBANDINGAN PREDIKSI PASANG SURUT DENGAN METODE ADMIRALTY DAN METODE LEAST SQUARE. ITN MALANG.

Hanifah, A., Hariadi, H., Subardjo, P., & Trenggono, M. (2016). Pemetaan Batimetri Dan Analisis Komponen Pasang Surut Untuk Evaluasi Perbaikan Elevasi Dan Panjang Lantai Dermaga Di Perairan Pulau Lirang, Maluku Barat Daya. Diponegoro University.

IHO. (2013). INTERNATIONAL HYDROGRAPHIC ORGANIZATION REGULATIONS OF THE IHO FOR INTERNATIONAL ( INT ) CHARTS and. THE INTERNATIONAL HYDROGRAPHIC BUREAU MONACO, Edition 4.(September), 1–435. https://www.iho.int/iho_pubs/standard/S-4/S-4_e4.4.0_EN_Sep13.pdf

Joesidawati, M. I. (2017). Studi perubahan iklim dan kerusakan sumberdaya pesisir di kabupaten tuban. 289.

Joesidawati, M. I., & Suntoyo. (2017). Shoreline Changes in Tuban District In East Java Caused by Sea Level Rise Using Bruun Rule and Hennecke Methods. Applied Mechanics and Materials , 862(Ocean Science and Coastal Engineering), 34–40. https://doi.org/10.4028/www.scientific.net/AMM.862.34

Pradipta, N. D., Prasetyo, Y., & Wijaya, A. P. (2015). Analisis Pasang Surut Air Laut Menggunakan Data IOC (Intergovermental Oceanographic Comission) UNTUK Menentukan Chart Datum di Perairan Cilacap. Diponegoro University.

Sasongko, D. P. (2014). Menentukan tipe pasang surut dan muka air rencana perairan laut Kabupaten Bengkulu Tengah menggunakan metode admiralty. Maspari Journal: Marine Science Research, 6(1), 1–12.

Satriadi, A., & Hariyadi, H. (2017). Studi Batimetri Untuk Menentukan Kedalaman Tambah Kolam Dermaga Perairan Santolo Garut. Diponegoro University.

Simanjuntak, B. L., Handoyo, G., & Sugianto, D. N. (2012). Analisis bathimetri dan komponen pasang surut untuk penentuan kedalaman tambahan kolam dermaga di Perairan Tanjung Gundul Bengkayang–Kalimantan Barat. Diponegoro University.

Supriyono, P. W. S., Rawi, S., & Herunadi, B. (2015). Analisa dan Perhitungan Prediksi Pasang Surut Menggunakan Metode Admiralty dan Metode Least Square (Studi Kasus Perairan Tarakan dan Balikpapan). Jurnal Chart Datum, 1(1), 8–18.

Susanto, D. A., Ibrahim, A. L., Novianto, A., & Adrianto, D. (2017). Analisis Pembuatan Peta Laut Kertas Menggunakan Software Arcgis 10.4. 1 Berdasarkan Standarisasi Peta No. 1, S-4 dan S-57 IHO Studi Kasus Peta Laut Kertas Nomor 86 (Perairan Teluk Jakarta). Jurnal Chart Datum, 3(2), 93–106.

Susmoro, H. (2019). The Spearhead of Sea Power. Pandiva Buku.

Ulum, M., & Khomsin, K. (2013). PERBANDINGAN AKURASI PREDIKSI PASANG SURUT ANTARA METODE ADMIRALTY DAN METODE LEAST SQUARE. Geoid, 9(1), 65–72.