Kajian daya tampung beban pencemar sungai Grogol, DKI Jakarta

DETAIL KOLEKSI

Kajian daya tampung beban pencemar sungai Grogol, DKI Jakarta

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Oleh : Siti Amira

Info Katalog

Penerbit : FALTL - Usakti

Kota Terbit : Jakarta

Tahun Terbit : 2017

Pembimbing 1 : Diana Hendrawan

Pembimbing 2 : Widyo Astono

Subyek : River control - Pollutant;River - Quality status

Kata Kunci : water quality, pollution, pollution load, carrying capacity, water quality status

Status Posting : Published

Status : Lengkap

File Repositori

No.	Nama File	Hal.
1.	2017_TA_TL_08213039_Halaman-judul.pdf	5
2.	2017_TA_TL_082001300039_Bab-1.pdf	2
3.	2017_TA-TL_082001300039_Bab-2.pdf
4.	2017_TA_TL_082001300039_Bab-3.pdf
5.	2017_TA_TL_082001300039_Bab-4.pdf
6.	2017_TA_TL_082001300039_Bab-5.pdf
7.	2017_TA_TL_082001300039_Lampiran.pdf
8.	2017_TA_TL_08213039_Daftar-pustaka.pdf

Abstrak
Abstract

P Penelitian Kajian Daya Tampung Beban Pencemar terhadap Sungai Grogol sepanjang 13,35 Km bertujuan untuk mengidentifikasi beban pencemar yang masuk ke Sungai Grogol, melakukan penghitungan status mutu Sungai Grogol, menghitung daya tampung beban pencemar (DTBP) pada Sungai Grogol dan membuat skenario beban pencemar pada Sungai Grogol. Metode yang digunakan untuk indentifikasi pencemar dengan melakukan survey ke lapangan, perhitungan status mutu dengan menggunakan indeks pencemar, perhitungan DTBP dan simulasi skenario penurunan beban pencemar menggunakan aplikasi QUAL2KW. Patameter yang digunakan pada perhitungan DTBP adalah Biochemical Oxygen Demand (BOD). Hasil yang didapat setelah identifikasi pencemar Sungai Grogol, potensi sumber pencemar pada Sungai Grogol di dominasi oleh limbah domestik yang bersumber dari pemukiman. Hasil analisis sampel pada 10 parameter kunci, parameter BOD, COD, fosfat, dan deterjen merupakan parameter pencemar utama pada Sungai Grogol. Hasil dari penghitungan status mutu keseluruhan Sungai Grogol dengan menggunakan data 3 periode, Sungai Grogol memiliki nilai IP 5,137 yang mengindikasikan tercemar sedang. Hasil dari penghitungan DTBP parameter BOD adalah Sungai Grogol sudah tidak memiliki daya tampung dikarenakan nilai beban pencemar BOD melebihi bakumutu (20 mg/l) dan beban pencemar yang harus dikurangi sebesar 21.794 Kg/hari atau 51% dari beban pencemar total. Informasi DTBP yang didapatkan dari penelitian ini akan digunakan sebagai dasar dalam pengambilan keputusan dalam menurunkan beban pencemar di Sungai Grogol.

A A research has been conducted to identify pollutant loads entering Grogol River, to calculate the quality status of Grogol River, to calculate the Total Maximum Daily Load (TMDL) at Grogol River and design scenarios to reduce pollutant loads on the Grogol River. The method used to indentify pollutants by conducting surveys to Grogol River, determination of the quality status is using the pollutant index method. Determination of TMDL and the scenarios simulated used QUAL2Kw application. The parameter used in TMDL calculation is BOD (Biochemical Oxygen Demand). The results obtained after the identification of pollutants is potential sources of pollutants in the Grogol River dominated by domestic waste. The results of the sample analysis on 10 key parameters are BOD, COD, phosphate, and detergent parameters are the main pollutant parameters in Grogol River. The calculation of Grogol River's quality status using 3 periods data, Grogol River has IP value of 5,137 that indicating moderate pollution. TMDL calculation which is compared to quality standard of DKI Jakarta for class D with maximum value 20 mg /l is Grogol River has no capacity due to pollution load value BOD exceeds the quality standard and pollutant load to be reduced by 21,794 Kg / day or 51% of total pollution load. TMDL information obtained from this research will be used as a basis to manage the quality of Grogol River in DKI Jakarta.A research has been conducted to identify pollutant loads entering Grogol River, to calculate the quality status of Grogol River, to calculate the Total Maximum Daily Load (TMDL) at Grogol River and design scenarios to reduce pollutant loads on the Grogol River. The method used to indentify pollutants by conducting surveys to Grogol River, determination of the quality status is using the pollutant index method. Determination of TMDL and the scenarios simulated used QUAL2Kw application. The parameter used in TMDL calculation is BOD (Biochemical Oxygen Demand). The results obtained after the identification of pollutants is potential sources of pollutants in the Grogol River dominated by domestic waste. The results of the sample analysis on 10 key parameters are BOD, COD, phosphate, and detergent parameters are the main pollutant parameters in Grogol River. The calculation of Grogol River's quality status using 3 periods data, Grogol River has IP value of 5,137 that indicating moderate pollution. TMDL calculation which is compared to quality standard of DKI Jakarta for class D with maximum value 20 mg /l is Grogol River has no capacity due to pollution load value BOD exceeds the quality standard and pollutant load to be reduced by 21,794 Kg / day or 51% of total pollution load. TMDL information obtained from this research will be used as a basis to manage the quality of Grogol River in DKI Jakarta.