Pemanfaatan Lumpur Sungai Ciliwung Dengan Metode Solidifikasi

Chaerul Mochammad(1*), Roy Jeremiah Pasaribu(2)

(1) Institut Teknologi Bandung
(2) Institut Teknologi Bandung
(*) Corresponding Author

DOI: https://doi.org/10.25077/dampak.17.1.1-8.2020
Copyright (c) 2020 Chaerul Mochammad, Roy Jeremiah Pasaribu

Abstract


 

Sediment potentially leads to siltation of the river and overflow of river water during the rainy season.  Existing management of the sediment is to collect, transport and dispose in a site without any proper handling procedure prior and it may cause environment burden. This study aims to utilize the sediment in Ciliwung river as a structural material through a set of solidification procedure. The mixing of cement and fine aggregate is necessary to produce 5x5x5 cm3 mortar to be tested. The sediment may be classified as non-hazardous waste and it can be used to substitute sand as the fine aggregate. The highest compressive strength of 216 kg/cm2 can be produced at ratio of cement and the fine aggregate of 1:3 with the sediment substitution of 50% and the product can be classified as class B of paving block or class I of brick. Through Toxicity Characteristic Leaching Procedure (TCLP) test, it find that the metals substance in the sediment bounded properly in the solid matrix and it prevents the metals leaching out to the environment. The study reveals that the utilization of the sediment through the solidification become a prospective measure by producing a useful product with minimum impact on the environment.

 

Keywords: Sediment, fine aggregate, solidification, compressive strength, Toxicity Characteristic Leaching Procedure

 

 

ABSTRAK

 

 

Lumpur berpotensi menyebabkan pendangkalan sungai dan meluapnya air sungai selama musim hujan. Manajemen lumpur yang ada adalah mengumpulkan, mengangkut, dan membuang di lokasi tanpa prosedur penanganan yang tepat sebelumnya dan dapat membebani lingkungan. Penelitian ini bertujuan untuk memanfaatkan lumpur di sungai Ciliwung sebagai material struktural melalui serangkaian prosedur pemadatan. Pencampuran semen dan agregat halus diperlukan untuk menghasilkan mortar 5x5x5 cm3 untuk diuji. Lumpur dapat diklasifikasikan sebagai limbah tidak berbahaya dan dapat digunakan untuk menggantikan pasir sebagai agregat halus. Kuat tekan tertinggi 216 kg/cm2 didapat  pada rasio semen dan agregat halus 1: 3 dengan substitusi sedimen 50% dan produk dapat diklasifikasikan sebagai paving block kelas B atau bata kelas I. Melalui uji Toxicity Characteristic Leaching Procedure (TCLP), ditemukan bahwa zat logam dalam lumpur terikat dengan benar dalam matriks padat dan mencegah logam berpindah ke lingkungan. Dari penelitian ini, didapatkan bahwa pemanfaatan lumpur sungai dengan pemadatan berpotensi  menghasilkan produk yang bermanfaat dengan dampak minimal terhadap lingkungan.

 

Kata kunci: Lumpur, Agregat halus, Solidifikasi, Kuat tekan, Toxicity Characteristic Leaching Procedure

 

        

Keywords


sediment, fine aggregate, solidification, compressive strength, Toxicity Characteristic Leaching Procedure

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References


Ahsani, Z. (2004). Kajian Uji Durabilitas ASTM Sebagai Uji Produk Solidifikasi Stabilisasi pada Sludge IPAL Tekstil. Laporan Tesis, ITB. Bandung.

Mulyono, T. (2003). Teknologi Beton. Penerbit ANDI Yogyakarta.

Neville, A.M. (1999). Properties of Concrete. Longman Group Limited, London.

Paya, J., Borrachero, M.V., Monzo, J., Peris-Mora, E., & Amahjour, F. (2001). Enhanced Conductivity Measurement Techniques for Evaluation of Fly Ash Pozzolanic Activity. Cement and Concrete Research 31 (1), 41–49. https://doi.org/10.1016/S0008-8846(00)00434-8

Sugiri, S. (2002). Bahan-Bahan Campuran Beton Pengecoran dan Perawatan Beton Sifat-Sifat Mekanik dan Fisik Beton. Program Studi Teknik Sipil. Institut Teknologi Bandung.

Tangpagasit, J., Cheerarot, R., Jaturapitakkul, C., & Kiattikomol, K. (2005). Packing Effect and Pozzolanic Reaction of Fy Ash in Mortar. Cement and Concrete Research 35 (6): 1145-1151. https://doi.org/10.1016/j.cemconres.2004.09.030

Widiasih, R.A. (2010). Studi Awal Pemanfaatan Limbah Pasir Silika dan Slag Sebagai Bahan Solidifikasi. Laporan Tugas Akhir, ITB. Bandung.

Wahyudi, S.I. (2010). Perbandingan Penanganan Banjir Rob di La Briere (Prancis), Roterdam (Belanda) dan Perspektif di Semarang (Indonesia). Riptek 4(2), 29 -35.

Yusuf, I.A. (2016). Determination of Kinetic Parameters for River Water Quality Model: A Case Study in the Upper Zone of Citarum River. Jurnal Teknik Hidraulik 7, 31-46. http://dx.doi.org/10.32679/jth.v7i1.555

Ollivie, V., Fontugn, M., Hamon, C., Decai, A., Hatt, C., & Jalabadze, M. (2018). Neolithic Water Management and Flooding in the Lesser Caucasus (Georgia). Quaternary Science Reviews 197, 267-287. https://doi.org/10.1016/j.quascirev.2018.08.016

Alaoui, A., Rogger, M., Peth, S., & Blöschl, G. (2018). Does Soil Compaction Increase Floods? A Review. Journal of Hydrology 557, 631-642. https://doi.org/10.1016/j.jhydrol.2017.12.052

Guo, A., Chang, J., Wang, Y., Huang, Q., & Zhou, S. (2018). Flood Risk Analysis for Flood Control and Sediment Transportation in Sandy Regions: A Case Study in the Loess Plateau, China. Journal of Hydrology 560, 39-55. https://doi.org/10.1016/j.jhydrol.2018.02.076

Yeager, K.M., Schwehr, K.A., Schindler, K.J., & Santschi, P.H. (2018). Sediment Accumulation and Mixing in the Penobscot River and Estuary, Maine. Science of The Total Environment 635, 228-239. https://doi.org/10.1016/j.scitotenv.2018.04.026

Chen, C.W., Chen, C.F., & Dong, C.D. (2012). Copper Contamination in the Sediments of Salt River Mouth, Taiwan. Energy Procedia 16 (Part B), 901-906. https://doi.org/10.1016/j.egypro.2012.01.144

Zhao, G., Ye, S., Yuan, H., Ding, X., Wang, J., Laws, E.A. (2018). Surface Sediment Properties and Heavy Metal Contamination Assessment in River Sediments of the Pearl River Delta, China. Marine Pollution Bulletin 136, 300-308. https://doi.org/10.1016/j.marpolbul.2018.09.035.




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This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.