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PENGEMBANGAN KEBIJAKANPENGELOLAAN AIR BAKUBERKELANJUTANDI SUB DAS KONAWEHA KABUPATEN KONAWE SULAWESI TENGGARA Surya, Ridwan Adi; J. Purwanto, M Yanuar; Sapei, Asep; Widiatmaka, Widiatmaka
Jurnal Analisis Kebijakan Kehutanan Vol 12, No 3 (2015): Jurnal Analisis Kebijakan Kehutanan
Publisher : Pusat Penelitian dan Pengembangan Sosial, Ekonomi, Kebijakan dan Perubahan Iklim

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Abstract

Pasokan air untuk mendukung pembangunan dan kebutuhan manusia perlu dijamin untuk kondisi yang berkelanjutan. Penelitian ini bertujuan untuk (1) menganalisis tingkat keberlanjutan pengelolaan air baku di Sub DAS Konaweha Kabupaten Konawe, (2) menganalisis faktor-faktor penting yang mempengaruhi keberlanjutan pengelolaan air baku di Sub DAS Konaweha Kabupaten Konawe, dan (3) menganalisis peran kelembagaan ditinjau dari aspek kendala yang dihadapi, kebutuhan program pemerintah terkait, serta lembaga yang berperan dalam pengelolaan air baku berkelanjutan di Sub DAS Konaweha Kabupaten Konawe. Hasil analisis Multi Dimensional Scalling (MDS) dengan Rap-Konawe menunjukkan bahwa status keberlanjutan pengelolaan air baku di Sub DAS Konaweha Kabupaten Konawe adalah kurang berkelanjutan dengan indeks keberlanjutan 41,40%. Dimana dimensi ekologi cukup berkelanjutan (52,36%), dimensi ekonomi kurang berkelanjutan (36,93%), dimensi sosial kurang berkelanjutan (34,16%), dimensi teknologi kurang berkelanjutan (35,39%), dan dimensi kelembagaan kurang berkelanjutan (35,39%). Hasil analisis Interpretative Structural Modelling (ISM) menunjukkan terdapat tiga unsur yang perlu diperhatikan: (1) Kendala (penurunan fungsi penyerapan air karena berkurangnya vegetasi di daerah tangkapan air, dan kurangnya koordinasi pengelolaan sumberdaya air antara para pemangku kepentingan), (2) Kebutuhan (peningkatan pengetahuan dan keterampilan personil kantor pemerintah, dan peningkatan kesadaran stakeholder), dan (3) Lembaga (BPDAS Sampara dan Dinas Kehutanan Kabupaten Konawe).
LAND USE CHANGE ASSESMENT AND ITS PROJECTION IN BATANGHARI RIVER BASIN, SUMATERA, INDONESIA Utami, Nurya; Sapei, Asep; ., Apip
LIMNOTEK - Perairan Darat Tropis di Indonesia Vol 24, No 2 (2017)
Publisher : Research Center for Limnology

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Abstract

The study followed about changes in land use in the region of  Batanghari river basin. Land cover maps derived from supervised classification of  satellite imagery  LANDSAT MS / ETM / OLI. The images in the study area were categorized into six classess, namely water body, settlement, agriculture, bush, openland and forest. The validation for classification result was using  Kappa Statitistic with average yield of 85% -95%. Based on the classification results, the biggest extent of land cover change is forest areas into agricultural areas. Changes in the area of certain types of land cover can be seen in the change detection matrix. Data extents of land use was used to calculate the land use demands from recent past to near future. Two scenarios were used to produce land use projection from 2016 to 2045. First projection, generating a dominant land use type of agriculture. Addition of the areas about 22%  from 2015, which is around  3.148.100 ha. While forest area decrease almost 50%. Second scenario is fast growth scenario, producing a forest areas about 450.275 ha. Whereas agriculture area reaches a maximum changes of 3.300.742 ha.
FORMULASI INDEKS KERENTANAN UNTUK PEMENUHAN KEBUTUHAN AIR BERSIH PULAU-PULAU KECIL (Studi Kasus : Provinsi Nusa Tenggara Timur) Hermawan, FX; Sapei, Asep; Dharmawan, Arya Hadi; Anna, Zuzy
Jurnal Sosial Ekonomi Pekerjaan Umum Vol 7, No 2 (2015)
Publisher : Puslitbang Kebijakan dan Penerapan Teknologi (PKPT), Kementerian PUPR

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Abstract

Krisis sumber daya air terjadi di pulau-pulau kecil. Kondisi ini merupakan refleksi dari kerentanan, yang sangat dipengaruhioleh berbagai dimensi baik sosial, ekonomi, maupun lingkungan. Penyusunan indeks kerentanan dengan parameter yangkomprehensif sangat diperlukan untuk keberlanjutan pengembangan pulau-pulau kecil krisis air. Dalam menentukanapakah suatu daerah mempunyai potensi kerentanan terhadap krisis air di pulau kecil, diperlukan suatu acuan berupaindeks sebagai kumpulan parameter yang menjadi alat ukur potensi kerentanan tersebut.Pengukuran kerentanan denganmembuat formulasi indeks kerentanan pulau kecil krisis air menjadi penting untuk dilakukan agar mengetahui sejauhmana kondisi krisis air suatu daerah sehingga dapat dipilih tindakan yang paling sesuai untuk pemenuhan kebutuhan airpada masyarakat di pulau-pulau kecil yang mengalami krisis air. Penelitian ini dilakukan dengan pendekatan kuantitatifyang bersifat positivistik-deduktif. Berangkat dari konsep dimensi kerentanan, yaitu : ketersingkapan, kapasitas adaptifdan sensitivitas yang kemudian dioperasionalkan menjadi indikator/parameter dalam kemasan indeks untuk mengukursebuah kondisi kerentanan. Metode penelitian yang digunakan juga berupa metode kuantitatif untuk menemukenalivariabel–variabel yang berpengaruh dalam menentukan indeks kerentanan.Dalam ragam penelitian kuantitatif, penelitianini tergolong penelitian penjelasan (explanatory confirmatory research). Temuan lapangan menunjukkan bahwa dariketiga pulau yang diteliti masuk dalam kategori rentan.Pulau Solor merupakan pulau yang paling rentan terhadap krisisair, kemudian Pulau Ende, dan yang terakhir Pulau Semau.
Desain instalasi pengolah limbah WC komunal masyarakat pinggir sungai desa Lingkar Kampus Asep Sapei; M. Yanuar J. Purwanto; . Sutoyo; Allen Kurniawan
Jurnal Ilmu Pertanian Indonesia Vol. 16 No. 2 (2011): Jurnal Ilmu Pertanian Indonesia
Publisher : Institut Pertanian Bogor

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Abstract

Cangkurawok Village is located in the outer of the Bogor Agricultural University area and does not have good sanitation facilities. Disposal of domestic wastewater directly discharges into drainage channels to river. Wastewater treatment plant design from toilets communal divides into three stages. The first stage is determining the location of toilets communal and excreta treatment plant. Location provided by the public is around 5 meters above the surface of the river water. The second stage is the determination of service areas. In this village consists of 70 heads of households as the basic criteria for determining the volume of septic tanks. The last step is determining the design of toilets communal and wastewater treatment unit. This stage requires t he unit options that fits on the selected sites, based on ease of maintenance and no need employ trained operators. Waste treatment facility consists septic tank and infiltration well planning. Septic tank volume is 26.5 m3 with the long dimension of 2.75 m, width of 5.5 m and height of 1.5 m plus 0.3 meters for free board. Septic tank serving four toilets communal is built above it, with the division of space for two men and two spaces for women. infi lt rat ion well constructed to absorb the waste liquid vertically through the soil pores. Layers of sand and gravel is spread throughout the wells to assist the flow pattern. Depth and diameter of infiltration well are 3 m and 1 rn, This wells should be placed lower than the drinking water sources and wells, with a minimum distance of 15 m.
Pengaruh pemberian bahan organik pada tanah liat dan lempung berliat terhadap kemampuan mengikat air Yazid Ismi Intara; Asep Sapei; . Erizal; Namaken Sembiring; M. H. Bintoro Djoefrie
Jurnal Ilmu Pertanian Indonesia Vol. 16 No. 2 (2011): Jurnal Ilmu Pertanian Indonesia
Publisher : Institut Pertanian Bogor

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Abstract

Amount of water that obtained soil depend on soil ability to quick absorp and continue water accepted from soil surface. Water holding capacity of soil are influenced by soil texture and organic matter. The purpose of th is research was to study soil water holding capacity on two textures of soils l.e. clay, and clay loam by organic matter application of chicken manure and compost. Those treatments were control, combined of chicken manure different texture soils, and combined of compost different texture soil. Chicken manure and compost application consisted of two levels of 30 9 5 kg-l soil texture and 50 9 5 kg-l soil texture, respectively. Soil texture consisted of two kinds l.e, clay, and clay loam. The research was analyzed according to descriftive method. Result of this research indicated that the highest available water capacity of 17.352 % was given by combined t reatment of 50 9 compost of 5 kg clay textured soils. The lowest evaporation rate had occur at clay texture soils.
ANALISIS KEBIJAKAN PENGELOLAAN AIR BAKU BERKELANJUTAN DI SUB DAS KONAWEHA KABUPATEN KONAWE SULAWESI TENGGARA Ridwan Adi Surya; M Yanuar J. Purwanto; Asep Sapei; Widiatmaka Widiatmaka
Jurnal Analisis Kebijakan Kehutanan Vol 12, No 3 (2015): Jurnal Analisis Kebijakan Kehutanan
Publisher : Centre for Research and Development on Social, Economy, Policy and Climate Change

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2290.898 KB) | DOI: 10.20886/jakk.2015.12.3.263-282

Abstract

Decrease in water availability due to changes in land use has been occurred in Konawe, while water demand is likely to increase. In terms of the sustainability of water supply, it is quite worrying. This study aims to analyze: (1) level of sustainability, (2) important factors that affect sustainability, (3) role of institutions in the sustainable management of water resources in the Konaweha Sub Watershed. MDS analysis with Rap-Konawe results showed the status of the sustainability of water supplies in Konaweha SubWatershed is less sustainable with the sustainability index of 41,40%. Ecological dimension is sustainable enough (52,36%), economic dimension is less sustainable (36,93%), social dimension is less sustainable (34,16%), technology dimension is less sustainable (35,39%), and institutional dimension is less sustainable (35,39%). ISM analysis results showed that there are three elements that need to be considered: (1) Constraints (reduction in water absorption due to reduced function of vegetation in catchment area, and lack of coordination of water resource management among stakeholders), (2) Needs (improvement of knowledge and skills of government personnel, and increase the awareness of stakeholders), and (3) Institutions (BPDAS Sampara and Forest Service).
Analisis Bangunan Pengendali Sedimen Dengan Menggunakan Model Soil And Water Assessment Tool Pada Sub-Daerah Aliran Sungai Citanduy Hulu, Jawa Barat Said Karim; Nora H. Pandjaitan; Asep Sapei
JURNAL TEKNIK HIDRAULIK Vol 5, No 2 (2014): JURNAL TEKNIK HIDRAULIK
Publisher : Pusat Litbang Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1510.209 KB) | DOI: 10.32679/jth.v5i2.305

Abstract

STUDI EKSPERIMENTAL GAYA POTONG TANAH DAN FREKUENSI GETARAN BAJAK SAAT PEMOTONGAN TANAH PADA OPERASI PENGOLAHAN TANAH Soeharsono -; Radite Pas; Asep Sapei; Tieneke Mandang; Wawan Hermawan
Teknotan: Jurnal Industri Teknologi Pertanian Vol 5, No 1 (2011)
Publisher : Fakultas Teknologi Industri Pertanian

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Abstract

Dalam tulisan ini akan dibahas tentang hasil-hasil eksperimental membajak tanah pada soil bin. Tujuannya adalah mencari besar dan frekuensi gaya potong tanah sehingga dapat dibuat pendekatan pendekatan model matematis dari gaya potong tanah. Hasil ini nantinya akan digunakan untuk merancang sebuah pegas elastis dari bajak getar jenis self excited vibration. Soil bin berukuran panjang 1.2 m, lebar 0.3 m dan tinggi 0.4 m. diisi dengan lapisan tanah jenis clay loam soil setebal 19-20 cm. Di dasar Soil bin dibuat lapisan hardpan setebal 10-11 cm dengan tahanan penetrasi sekitar 2.75 Mpa. Digunakan dua jenis chisel plough yaitu chisel plough dengan batang lurus tegak dan chisel plough dengan batang lurus miring. Kedalaman operasi diatur konstan sekitar 15 cm sedangkan tebal lapisan hardpan yang dibongkar adalah sekitar 5-6 cm Kecepatan membajak divariasikan pada kecepatan sekitar 0.108, 0.158, 0.212 dan 0.265 m/dt. Hasil-hasil menunjukkan bahwa chisel plough bekerja pada frekuensi pemotongan tanah yang rendah sekitar 1.45-2.0 Hz. Gaya potong tanah untuk chisel plough dengan batang lurus tegak lebih besar dibandingkan dengan gaya potong tanah untuk chisel plough dengan batang lurus miring.Gaya potong tanah semakin besar dan linier dengan semakin besarnya kecepatan membajak, sedangkan profilgaya potong tanahnya berupa fungsi matematiks yang stochastics dan dimodelkan sebagai fungsi periodik. Kata kunci: Draught force, Cutting frequency, Soil bin, Chisel plough
ANALISIS KELEMBAGAAN PENGELOLAAN AIR BAKU BERKELANJUTAN DENGAN METODE INTERPRETATIVE STRUCTURAL MODELLING (ISM) DI KABUPATEN KONAWE SULAWESI TENGGARA Ridwan Adi Surya; M. Yanuar J. Purwanto; Asep Sapei; Widiatmaka Widiatmaka
Jurnal Ecogreen Vol 4, No 2 (2018)
Publisher : Universitas Haluoleo

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Abstract

ABSTRAKPenurunan ketersediaan air dan peningkatan kebutuhan air telah terjadi di Kabupaten Konawe Provinsi Sulawesi Tenggara. Hal ini disebabkan karena perubahan penggunaan lahan akibat eksploitasi lahan secara terus menerus sehingga terjadi penurunan kapasitas infiltrasi dan peningkatan aliran permukaan. Berdasarkan permasalahan diatas maka diperlukan strategi pengelolaan dan pengembangan peran kelembagaan sehingga pengelolaan air baku untuk penyediaan air bersih di Kabupaten Konawe dapat berlangsung secara berkelanjutan. Penelitian ini dilakukan dengan tujuan: (1) menganalisis peran kelembagaan ditinjau dari aspek kendala yang dihadapi, kebutuhan program pemerintah terkait, dan lembaga yang berperan dalam pengelolaan air baku untuk penyediaan air bersih berkelanjutan di Kabupaten Konawe; dan (2) mengembangkan model kelembagaan pengelolaan air baku untuk penyediaan air bersih di Kab. Konawe dengan metode Interpretative Structural Modeling (ISM). Hasil penelitian menunjukkan bahwa untuk implementasi model, terdapat tiga elemen sistem yang perlu diperhatikan. Tiga elemen sistem dengan masing-masing sub elemen kuncinya yaitu: (1) kendala (menurunnya fungsi resapan air akibat berkurangnya vegetasi pada daerah tangkapan air, dan kurangnya koordinasi dan keterpaduan pengelolaan sumber daya air antar stakeholder terkait); (2) kebutuhan (peningkatan pengetahuan dan ketrampilan aparat SKPD terkait, dan peningkatan kesadaran stake holder terkait); dan (3) lembaga (BP DAS Sampara, Forum DAS Sultra dan Dinas Kehutanan Kab. Konawe). Kata kunci: model, kelembagaan, air baku, air bersih, ISM   ABSTRACTDecreased water availability and increased water demand has occurred in Southeast Sulawesi Konawe. This is caused by changes in land use due to continuous exploitation of land resulting in a decrease in infiltration capacity and increased surface runoff. Based on the above issues will require the development of management strategies and the role of institutions, so that the management of raw water for water supply in Konawe District can take place in a sustainable manner. This study was conducted with the aim of: (1) analyze the role of institutional on the aspects of constraint, the needs related government programs, and agencies that play a role in the management of raw water for water supply sustainable in Konawe district, and (2) develop a model of water management institutions of water supply in the Konawe District with Interpretative Structural Modeling method (ISM). The results showed that for the implementation of the model, there are three elements of the system that need to be considered. Three elements of the system with each of the key sub elements, namely: (1) constraint (decreasing function of water absorption due to reduced vegetation in the catchment area, and the lack of coordination and integration of water resources management among related stakeholders), (2) needs (increased knowledge on education and skills related apparatus, and an increased awareness of all related stakeholders), and (3) agency (BP DAS Sampara, Forum DAS Sultra and Dinas Kehutanan Konawe District) . Keywords : models, institutional, raw water, clean water, ISM
Evaluasi Struktur Gedung X di Jakarta Berdasarkan SNI 03-1726-2012 Ketahanan Gempa untuk Struktur Gedung Sayed Ahmad Fauzan; , Erizal; Asep Sapei
Jurnal Teknik Sipil dan Lingkungan Vol. 3 No. 1: April 2018
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (663.71 KB) | DOI: 10.29244/jsil.3.1.11-24

Abstract

Earthquake risk in Jakarta is one of intermediate category in Indonesia based on the 2010 seismic hazard map published by the Ministry of Public Works of Republic Indonesia. The purpose of this research was to know the ultimate performance limit of the existing X building in Jakarta. Evaluation of these building was based on guidelines SNI 03-1726-2012, SNI 03-2847-2013 and PPPURG 1987. The structure model of X building was designed and analyzed using ETABS Version 9.7.2. The result showed value of story drift was affected by dynamic response spectrum load, the maximum drift in x–direction is 68.60 mm and y–direction is 101.2 mm. The X building was declared unsafe in performance condition of the ultimate limits. It was important to know the condition of the building that would be affected by earthquake load and to prevent collapse of the building structures that could cause loss of live people in the building and the collisions between buildings. Keywords : building, earthquake, respon spectrum analysis, story drift.