Studi Persebaran Parameter Kualitas Air Sebelum dan Setelah Pengerukan di Area Jetty dan Canal Water Intake PLTU Banten 3 Lontar

Kurniawan, Muhammad Adi (2018) Studi Persebaran Parameter Kualitas Air Sebelum dan Setelah Pengerukan di Area Jetty dan Canal Water Intake PLTU Banten 3 Lontar. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

Preview

Text 04311440000024-Undergraduate_Thesis.pdf - Accepted Version Download (2MB) | Preview

Abstract

Pembangkit Listrik Tenaga Uap (PLTU) Banten 3 Lontar merupakan pembangkit listrik yang terletak di Desa Lontar, Kecamatan Kemiri, Kabupaten Tangerang, Propinsi Banten. Pada tanggal 31 Oktober 2016 sampai dengan 3 Maret 2017, dilakukan pengerukan di area Jetty dan Canal Water Intake PLTU akibat terjadi sedimentasi yang menyebabkan pendangkalan pada area masuk maupun sekitar dermaga sehingga transportasi tongkang pemasok batubara terganggu. Pekerjaan pengerukan yang dilakukan tersebut berakibat pada penurunan kualitas air. Penelitian ini bertujuan untuk mengetahui persebaran parameter kualitas air sebelum dan sesudah dilakukannya pekerjaan pengerukan. Parameter yang dikaji adalah Total Suspended Solid (TSS), Chemical Oxygen Demand (COD), dan Biochemical Oxygen Demand (BOD). Dari hasil pemodelan kualitas air setelah pengerukan, konsentrasi Total Suspended Solid (TSS) dan Chemical Oxygen Demand (COD) di area pengerukan dinyatakan melebihi nilai baku mutu air, yaitu dengan konsentrasi 84,83 mg/l dan 123,27 mg/l berurutan.
=====================================================================================================
Pembangkit Listrik Tenaga Uap (PLTU) Banten 3 Lontar is a power plant located in Lontar, Kemiri Subdistrict, Tangerang, Banten. On 31st October 2016 until March 3rd 2017, dredging work was carried out in the area of Jetty and Canal water intake of PLTU Banten 3 Lontar due to the large sedimentation causing silting at the entrance area or around the docks causing disruption of the transportation of coal supplier barge. The dredging work undertaken has decreaed the water quality.The purpose of this study is to find out the spreading of water quality parameter before and after the dredging work. The parameters are Total Suspended Solid (TSS), Chemical Oxygen Demand (COD), and Biochemical Oxygen Demand (BOD). From the outcome of water quality modeling after dredging, the concentration of Total Suspended Solid (TSS) and Chemical Oxygen Demand (COD) in the dredging area is stated exceeding the value of water quality standard, with concentration of 84,83 mg/l and 123,27 mg/l respectively.

Item Type:	Thesis (Undergraduate)
Additional Information:	RSKe 628.161 Kur s-1 3100018078858
Uncontrolled Keywords:	Delft 3D, Parameter kualitas air, Pengerukan, PLTU, Sedimentasi.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA357 Computational fluid dynamics. Fluid Mechanics T Technology > TC Hydraulic engineering. Ocean engineering > TC147 Ocean wave power. T Technology > TC Hydraulic engineering. Ocean engineering > TC205 Harbors--Design and construction. T Technology > TC Hydraulic engineering. Ocean engineering > TC555 Spillways. Energy dissipation. Hydraulic jump. T Technology > TD Environmental technology. Sanitary engineering > TD259.2 Drinking water. Water quality T Technology > TD Environmental technology. Sanitary engineering > TD420 Water pollution T Technology > TD Environmental technology. Sanitary engineering > TD433 Water treatment plants T Technology > TD Environmental technology. Sanitary engineering > TD491 Spillways
Divisions:	Faculty of Marine Technology (MARTECH) > Ocean Engineering > 38201-(S1) Undergraduate Thesis
Depositing User:	Muhammad Adi Kurniawan
Date Deposited:	27 Jan 2021 02:31
Last Modified:	27 Jan 2021 02:31
URI:	http://repository.its.ac.id/id/eprint/53952

Actions (login required)

View Item