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All Journal Jurnal Teknik Sipil dan Lingkungan
Helmi Haki
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Civil Engineering, Building, Construction & Architecture Environmental Science

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Perencanaan Instalasi Pengolah Lumpur Tinja Sistem Kolam Kota Palembang (Studi Kasus: IPLT Sukawinatan) Dwi Oktarina; Helmi Haki
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

Faecal sludge  treatment installation is designed to receive and treat faecal sludge which is collected from citizen. This facility is one of efforts that we can use to improve  the quality  of   wastewater treatment especially in faecal sludge treatment.Palembang city has its own faecal sludge treatment installation facility which is located at Kecamatan Sukarame, Kelurahan Sukajaya. The total area of  facility is about 6 Ha. This facility has only six sedimentation pond.Within years pass by, the increase of  citizen amount makes the volume of  faecal sludge which is produced by citizen increasing and it’s exceed the earlier designed volume. Therefore, we need to recalculating the volume of faecal sludge. So then, they could be accomodated by Faecal Sludge Treatment Installation  Sukawinatan.The purpose of this research are calculating the volume of faecal sludge which produced by Palembang citizen, calculating the average of input faecal sludge, and calculating the percentage of faecal sludge which got into Faecal Sludge Treatment Installation. Discovering the condition of installation facility and designing a proper faecal sludge treatment installation with pond system.As the results of this research are that there’s  still a lack of  awareness to deplete the existing of faecal sludge which deposits in the septic tank owned by each of Palembang’s residents. The proper and suitable design (PU Departement standard) of faecal sludge treatment with pond system. Keywords: faecal sludge, sedimentation pond, volume of faecal sludge, installation designed
Analisis Pengaruh Perubahan Dimensi Kincir Air Terhadap Kecepatan Aliran Air (Studi Kasus: Desa Pandan Enim) Oggy Sukasah Henry; Arifin Daud; Helmi Haki
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Muara Enim is one of the districts in southern Sumatra. To support the rapid advancement of agriculture in the region is necessary a good irrigation. location field in the village of pandan enim higher than the water source, therefore the need for assistance to waterwheel water into irrigation canals. There should also be planning dimensions to accommodate irrigation water resulting from rain water wheel and the corresponding calculation. Paddy fields in the village of pandan enim enim estuary district has a land area of ​​1500 hectares is rain-fed types. With the help of the water wheel in the dry season so that people's needs can also be met on the agricultural aspects. Keywords : water wheel, water flow,velocity of water flow
Analisa Runoff Pada Sub DAS Lematang Hulu Gina Putri Verrina; Dinar Dwi Anugerah; Helmi Haki
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Runoff is one of the factors that can cause landslides. This phenomenon occurs in  Lematang watershed especially in upstream region. The purpose of this research is to determine runoff that occur in LematangHulu sub-watershed. In the analysis of runoff,  LematangHulu watershed was divided into 5 sub-watershed, namely Sub DAS L Hulu 1 – Sub DAS L Hulu 5. The method used in analyzing this runoff is Rational one. It considers runoff coefficient, the intensity of  rainfall  and catchment area. All parameters runoff’s calculation obtained by using spatial interpretation of satellite images for land use (C),boundary / area in the drainage (A) from analysis of DEM ( Digital Elevation Model ), and the distribution of rainfall intensity (I) using Algebra Average & Mononobe formula. The result show that in Sub DAS L Hulu 3, one of the sub-watershed should receives extra attention because it yields high runoff which is equal to 679,8 m3/s. It may cause flood or landslide in the future. Keywords: runoff, watershed, Rational
Co-Authors Arifin Daud Dinar Dwi Anugerah Dwi Oktarina Gina Putri Verrina Oggy Sukasah Henry