Pemodelan Deterministik Streeter-Phelps Untuk Evaluasi Kapasitas Self-Purification Dan Dinamika Oksigen Terlarut Pada Sungai Jagir Kota Surabaya

  • Ariesta Sulistyo Asih Universitas Pembangunan Nasional "Veteran" Jawa Timur
  • Hikmal Akbar Habibie Universitas Pembangunan Nasional "Veteran" Jawa Timur
Keywords: Daya Tampung, Self- Purification, DO Sag Curve, Streeter-Phelps, Sungai Jagir

Abstract

The Jagir River in Surabaya City faces critical ecological pressure due to the accumulation of urban wastewater along a 10 km segment from Wonokromo to Wonorejo. This study evaluated the River Water Pollution Load Capacity (RWPLC) and its natural self-purification capacity using the static mass balance method and Streeter-Phelps deterministic modeling. The baseline analysis revealed a total capacity deficit for Total Phosphorus (peaking at -628.99 kg/day in the middle segment) and a COD deficit of -4,354.56 kg/day in the downstream. Conversely, BOD, TSS, and the DO Sag Curve profile remained safe, with a minimum critical Dissolved Oxygen (DO) of 5.557 mg/L downstream (Mangrove Area) driven by high natural reaeration and rapid stream velocity (u = 4.51 m/s). Simulations proved that the 50% BOD Load Reduction Scenario is the most effective intervention to permanently eliminate oxygen deficits. Governance policies are recommended to focus on preventive strategies through strict industrial effluent regulation.

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Published
2026-07-26
How to Cite
Asih, A., & Habibie, H. (2026). Pemodelan Deterministik Streeter-Phelps Untuk Evaluasi Kapasitas Self-Purification Dan Dinamika Oksigen Terlarut Pada Sungai Jagir Kota Surabaya. Jurnal Multidisiplin Dehasen (MUDE), 5(3), 1609-1620. https://doi.org/10.37676/mude.v5i3.11480
Section
Engineering and Applied Sciences