Rachmadhaningrum, MutiaraAyu (2013) Arahan Rencana Simpang BersinyalBerbasis Sistem Dinamik (Studi Kasus Jalan Raya Veteran, Sumbersari, Sigura-gura, dan Bendungan Sutami Kota Malang). Sarjana thesis, Universitas Brawijaya.
Abstract
Fungsi jalan adalah untuk melayani pergerakan lalu-lintas, manusia, dan barang dengan cepat, aman, nyaman, dan ekonomis. Namun fungsi tersebut tidak dapat ditemui dan menjadi kendala besar di persimpangan kota Malang, khususnya di persimpangan Jalan Sumbersari, Jalan Veteran, Jalan Sigura-Sigura, dan Jalan Bendungan Sutami (Simpang ITN). Untuk menindaklanjuti permasalahan tersebut, maka diperlukan suatu pengaturan lalu-lintas terutama pada persimpangan jalan untuk mengatasi permasalahan pada persimpangan sehingga dapat memperlancar pemenuhan kebutuhan transportasi. Dalam mengevaluasi suatu simpang perlu melakukan perhitungan kapasitas dan volume jalan pada kaki simpang yang nantinya akan berdampak pada seberapa besar antrian dan tundaan pada suatu simpang. Perhitungan kapasitas kaki simpang dan kapasitas simpang tersebut dengan menggunakan metode kuantitatif yaitu Manual Kapasitas Jalan Indosesia (MKJI). Selain itu, metode yang digunakan dalam penelitian ini adalah metode analisis sensitivitas dengan menggunakan sofware STELLA yang bertujuan untuk meramalkan sebuah kondisi yang akan terjadi dalam suatu sistem. Hasil penelitian ini menunjukan tiga dari empat jalan pada simpang ITN adalah LOS F pada waktu jam puncak. Sedangkan dari hasil perhitungan simpang didapatkan nilai Derajat Kejenuhan simpang untuk Jalan Sumbersari sebesar 0,946, Jalan Bendungan Sutami sebesar 0,947, Jalan Veteran sebesar 0,965, dan nilai Jalan Sigura-gura sebesar 0,948. Sehingga total nilai tundaan rata-rata sebesar 131,247 det.smp. setelah mendapatkan nilai kapasitas dan tingkat pelayanan jalan pada simpang ITN, maka selanjutnya melakukan analisis sensitivitas yang bertujuan untuk melihat akibat dari perubahan parameter dalam suatu sistem. Terdapat dua skenario dalam pemodelan sensitivitas, yang pertama, merubah nilai penyesuaian lebar efektif (FCW), kedua, merubah nilai penyesuaian gesekan samping (FSF), maka didapatkan alternatif yang paling berpengaruh terhadap penurunan beban jalan dan tingkat pelayanan jalan pada simpang ITN adalah dengan merubah nilai penyesuaian lebar efektif (FCW) dengan cara menjaga agar tidak terjadi pengurangan lebar efektif jalan akibat PKL dan Parkir on street,serta melakukan pelebaran Jalan.
| Item Type: | Thesis (Sarjana) |
|---|---|
| Identification Number: | SKR/FT/2013/57/051303462 |
| Subjects: | 300 Social sciences > 307 Communities > 307.1 Planning and development > 307.121 6 City planning |
| Divisions: | Fakultas Teknik > Teknik Perencanaa Wilayah dan Kota |
| Depositing User: | Hasbi |
| Date Deposited: | 23 Apr 2013 09:01 |
| Last Modified: | 21 Oct 2021 12:23 |
| URI: | http://repository.ub.ac.id/id/eprint/142306 |
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