Viani, Delfira Lisa (2024) Kajian Morfologi Muara Sungai Donan Cilacap Jawa Tengah. Other thesis, Institut Teknologi Sepuluh Nopember.
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 2036201058-Undergraduate_Thesis.pdf - Accepted Version Restricted to Repository staff only until 1 October 2026. Download (28MB) | Request a copy  | 
          
Abstract
Muara Sungai Donan menjadi salah satu muara dengan aktivitas lalu lintas kapal atau 
jalaur pelayaran di Pantai Selatan Pulau Jawa. Lokasi dermaga dan pelabuhan yang berada di 
muara sungai ini, menjadikan rawan terhadap pengaruh erosi dan sedimentasi yang dapat 
mempengaruhi alur pelayaran kapal. Terganggunya aktivitas pelayaran akibat sedimentasi akan 
meningkatkan biaya operasi pelabuhan dan mengurangi profit margin. Kajian morfologi muara 
Sungai Donan dilakukan dengan menganalisis pola arus dan sebaran sedimen melalui aplikasi 
model hidrodinamika Delft3D. Data masukkan yang digunakan berupa data gelombang, pasang 
surut, debit sungai, batimetri, dan data analisis sedimen di daerah penelitian. Dilakukan validasi 
terhadap data pasang surut dan arus pada pemodelan ini. Dari hasil pemodelan yang telah 
tervalidasi kemudian dianalisis mengenai pola arus yang terbentuk akibat arus pasang surut 
dalam kondisi (pasang purnama dan pasang perbani) dan distribusi sedimen di wilayah perairan 
lokasi studi. 
Hasil penelitian menunjukkan terdapat kecepatan maksimum arus saat surut purnama 
melebihi 1 m/s dengan peningkatan arus dari pasang purnama. Arah arus saat surut purnama 
mengarah ke timur sejajar pantai Teluk Penyu dan ke selatan menjauhi Pantai Teluk Penyu. 
Kondisi perbani kecepatan maksimum 0,8 m/s. Kecepatan maksimum saat perbani mencapai 
0,8 m/s dengan arah arus ke selatan, serta terjadi perepecahan arah arus di muara akibat 
pertemuan sungai dan laut. Terdapat sebaran sedimen menunjukkan adanya aktivitas 
sedimentasi yang signifikan di wilayah sungai dan muara, dengan ketebalan sedimen rata-rata 
berkisar antara 0,5 hingga 1 m. Hal ini berdampak pada kebutuhan pengerukan untuk 
pemeliharaan alur pelayaran kapal, dengan total volume pengerukan yang diperlukan sebesar 
2.235.433,41 m3/ tahun. Hasil penelitian ini memberikan pemahaman yang lebih baik mengenai 
dinamika arus dan sebaran sedimen, serta dapat digunakan sebagai dasar untuk perencanaan 
pengelolaan dan pemeliharaan alur pelayaran di masa depan. 
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The Donan River estuary is one of the key maritime routes for ship traffic on the southern 
coast of Java Island. The presence of docks and harbors at this estuary makes it susceptible to 
erosion and sedimentation, which can affect navigation channels. Disruptions in shipping 
activities due to sedimentation can lead to increased port operation costs and reduced profit 
margins. The morphological study of the Donan River estuary was conducted by analyzing 
current patterns and sediment distribution using the Delft3D hydrodynamic model. Input data 
included wave data, tidal data, river discharge, bathymetry, and sediment analysis data from 
the study area. Validation was performed on tidal and current data for this modeling. The 
validated model results were then analyzed to understand the current patterns formed by tidal 
currents under different conditions (spring tide and neap tide) and the sediment distribution in 
the study area's waters. 
The study results indicate that maximum current speeds during spring ebb tides exceed 1 
m/s, with an increase in current speed from the spring tide. The current direction during the 
spring ebb tide is eastward, parallel to the Teluk Penyu beach, and southward, away from the 
Teluk Penyu beach. During neap tides, the maximum speed reaches 0.8 m/s. The maximum 
speed during neap tides reaches 0.8 m/s with a southward current direction, and there is a split 
in current direction at the estuary due to the meeting of river and sea waters. The sediment 
distribution shows significant sedimentation activity in the river and estuary areas, with an 
average sediment thickness ranging from 0.5 to 1 m. This situation necessitates dredging for 
the maintenance of navigation channels, with a total dredging volume requirement of 
2,235,433.41 m³ per year. The results of this study provide a better understanding of current 
dynamics and sediment distribution and can be used as a basis for future navigation channel 
management and maintenance planning.
| Item Type: | Thesis (Other) | 
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| Uncontrolled Keywords: | Muara Sungai Donan, Sedimentasi, Kecepatan Arus, Delft3D, Alur Pelayaran.Donan River Estuary, Sedimentation, Current Speed, Delft3D, Navigation Channel. | 
| Subjects: | T Technology > TC Hydraulic engineering. Ocean engineering > TC175.2 Sediment transport T Technology > TC Hydraulic engineering. Ocean engineering > TC203.5 Coastal engineering T Technology > TC Hydraulic engineering. Ocean engineering > TC424 Water levels  | 
        
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) | 
| Depositing User: | Delfira Lisa Viani | 
| Date Deposited: | 12 Aug 2024 03:57 | 
| Last Modified: | 12 Aug 2024 03:57 | 
| URI: | http://repository.its.ac.id/id/eprint/113131 | 
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