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All Journal Journal of Degraded and Mining Lands Management TEKNOLOGI LINGKUNGAN Jurnal Teknologi Mineral dan Batubara Jurnal Geomine Jurnal GEOSAPTA Journal of Community Based Environmental Engineering and Management Prosiding Temu Profesi Tahunan PERHAPI Abdimas Universal Jurnal Penelitian dan Karya Ilmiah Lembaga Penelitian Universitas Trisakti INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY Indonesian Mining and Energy Journal JURNAL ABDI MASYARAKAT INDONESIA (JAMIN) Jurnal Eksakta Kebumian Aceh International Journal of Science and Technology Jurnal Teknologi Mineral dan Batubara Journal of Sciencce Technology and Visual Culture
Tuheteru, Edy Jamal
Universitas Trisakti
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KAJIAN TEKNIS DESAIN KOLAM PENGENDAPAN DI PIT CW 8 PT RODA JAYA SAKTI SULAWESI TENGAH Jian Karunia; Pantjanita Novi Hartami; Edy Jamal Tuheteru
Jurnal Eksakta Kebumian Vol. 4 No. 1 (2025): JURNAL EKSAKTA KEBUMIAN (JEK)
Publisher : Fakultas Teknologi Kebumian dan Energi, Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/

Abstract

Kolam pengendapan berfungsi untuk mengendapkan lumpur atau material lain sehingga air yang dialirkan dari kolam pengendapan ke sungai sudah jernih, selain itu hal ini juga dimaksudkan untuk mencegah terjadinya pendangkalan sungai. Kolam pengendapan juga dapat berfungsi sebagai tempat pengontrol kualitas dari air yang akan dialirkan keluar kolam pengendapan. Rancangan kolam pengendapan yang akan dibuat berdasarkan total pada debit air yang masuk ke dalam kolam pengendapan, yaitu sebesar 4,98 m3/s dengan intensitas air hujan sebesar 47,562 mm/jam Kolam pengendapan yang dirancang berbentuk limas terpancung yang dibuat berkelok-kelok (zig-zag). Kolam pengendapan yang di rancang memiliki 4 buah kompartemen dengan kedalam 5 m dan total volume rencangan sebesar 9.558 m3 dan memiliki 2 buah penyekat dengan lebar penyekat sebesar 5 m kecepatan pengendapan 0,00236 m/s dan waktu kecepatan pengendapan yaitu 35,31 menit. Kolam pengendapan harus dilakukan pemeliharaan agar dapatberfungsi dengan baik dan lama, yaitu dengan cara kolam pengendapan dibersihkan dari material padatanyang mengendap ke dasar kolam dengan menggunakan excavator komatsu PC 200 long arm. Untuk setiap kompartemen memiliki waktu pemeliharaan yang berbeda – beda pada tiap kompartemennya yaitu pada kompartemen 1 dapat dilakukan pemeliharaan 3 hari sekali. Kompartemen 2 dilakukan dilakukan setiap 8 hari sekali. Kompartemen 3 dilakukan setiap 24 hari sekali. Kompartemen 4 dilakukan setiap 303 hari sekali, dan diharapkan air yang keluar dari kompartemen 4 telah terendapkan sempurna.   The sedimentation pond functions to settle mud or other materials so that the water flowing from the sedimentation pond to the river is clear, in addition, this is also intended to prevent river siltation. The sedimentation pond can also function as a place to control the quality of water that will be flowed out of the sedimentation pond. The design of the sedimentation pond to be made is based on the total water discharge entering the sedimentation pond, which is 4.98 m3 / s with a rainfall intensity of 47.562 mm / hour The sedimentation pond designed is in the form of a truncated pyramid that is made winding (zig zag). The sedimentation pond designed has 4 compartments with a depth of 5 m and a total design volume of 9,558 m3 and has 2 partitions with a partition width of 5 m, a sedimentation speed of 0.00236 m / s and a sedimentation speed time of 35.31 minutes. Sedimentation ponds must be maintained so that they can function properly and for a long time, namely by cleaning the sedimentation pond from solid material that settles to the bottom of the pond using a Komatsu PC 200 long arm excavator. Each compartment has a different maintenance time for each compartment, namely compartment 1 can be maintained once every 3 days. Compartment 2 is carried out every 8 days. Compartment 3 is carried out every 24 days. Compartment 4 is carried out every 303 days, and it is hoped that the water that comes out of compartment 4 has been completely deposited.
Co-Authors -, Farhan Ghalib Dinata AA Sudharmawan, AA Ahmad, Shahrul Nizam Alan, Muhammad Rallupy Meyraldo Albasri Albasri Ardhia Fajar Pramesty Rachmat Arif, Asrianti Aryanto, Reza Asrianti Arif Bayu Cipta Laksana Budi Wijaya Chairul Nas Cokro, Natalia Febriani Damarizky, Rico Danu Putra Danu Putra Dian Asraria Dr. Pantjanita N. Hartami, ST, MT Eriko Jiliano Fadliah Fadliah, Fadliah Faisal Danu Tuheteru Faisal Danu Tuheteru Faisal Danu Tuheteru Faldo Matulessy Ginting Jalu Kusuma Ginting Jalu Kusuma Ginting Jalu Kusuma Ginting Jalu Kusuma, Ginting H Husna H Husna Hadrian Sergio Hartami, Pantjanita Novi Herdyanti, Mixsindo Korra Hermanto Saliman Herry Setia Wahyudi Himawan, Ade Husna Ibnu Hendratmoko Irdika Mansur Irfan Marwanza J Jusniar James Christian Jian Karunia Kris Pranoto Kris Pranoto Kurniawati, Riskaviana M. Akbari Danasla Marmer, Handoyo Maulana, Yuga Miranda H. Hadijah Mixsindo Korra Herdyanti Muhammad Burhannudinnur Muhammad Burhannudinnur Mukadar, Laraswati Mustamina Maulani Nisandro J Luhukay Palit, Christin Pancanita Novi Hartami Panjaitan Novi Hartami Pantjanita Novi Hartami Pantjanita Novi Hartami Pertiwi, Tiara Pradana, Bimo Arlingga Purwiyono, Taat Tri Putra, Dandi Winata Putra, Danu Reza Aryanto Reza Aryanto Rifqi Sukmoutomo Ririn Yulianti Rudy Sayoga Gautama Rudy Sayoga Gautama Rudy Sayoga Gautama, Rudy Ryhcef Subarmaga Said, Ardhia Regita Cahyani Sampurna Jaya, Muhamad Sedek Karepesina Sekar Tika Sari Simarmata, Yoki omando Sri Mulyono Subandrio Soemali Suliestyah Suliestyah Suliestyah Suliestyah, Suliestyah Suliestyah, Suliestyah Suryo Prakoso, Suryo Susanti, Chiesa Artamevia Diva Syamidi Patian Taat Tri Purwiyono Trisetyo, Fatih Farhan Utami, Mewwa Wiwik Dahani Wiwin Rahmawati Nurdin Yomaki, Caroline Claudia Yosef Palingi Yuga Maulana Yuga Maulana Yulia, Prayang Sunny Yulianti, Ririn