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JURNAL SUMBER DAYA AIR
Published by Puslitbang Sumber Daya Air
ISSN : 19070276     EISSN : 2548494X     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering
Jurnal Sumber Daya Air (JSDA) is a journal aims to be a peer-reviewed platform and an authoritative source of information. We publish original research papers, review articles and case studies focused on Water, and Water resources as well as related topics. All papers are peer-reviewed by at least two referees. JSDA is managed to be issued twice in every volume. The Scope of JSDA is: the fields of irrigation, environmental quality and water, swamp, beach, water building, water supply, hydrology and geotechnical fields, hydrology and water management, water environment, coastal fields, fields of cultivation and sabo fields.
Arjuna Subject : -
Articles 12 Documents
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Search results for , issue "Vol 12, No 1 (2016)" : 12 Documents clear
Simulasi genangan banjir menggunakan data ASTER DEM pada alur Sungai Cilemer Nuryanto Sasmito Slamet; Sarwono Sarwono
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2000.725 KB) | DOI: 10.32679/jsda.v12i1.165

Abstract

The Cilemer River is a river which flowing to Lada Bay in west coast of Pandeglang District, Banten Province. The influence of the tide, the high flood discharges and settlements located at the flood plain has caused flooding every year. In order to understand flood overtopping mechanism and inundation map, numerical model simulation for flood and inundation area were conducted. The numerical model of the river were conducted using cross sectional of the river, result of these simulations were further integrated with Geographical Information System (GIS). The objective of this study is to obtain inundation map area. The input for GIS is a Digital Elevation Model which is obtain from Advanced Spaceborne Thermal Emission and Reflection Radiometer Digital Elevation Model (ASTER DEM). The simulation results shows the capacity of Cilemer River upstream is 210 m3/s while on the downstream segment was only 100 m3/s. Simulation shows with overtopping of the dike of 0,96 m generate 546 Ha of inundation area for 2 year return period of flood discharge. The overtopping of 1,1 m has generated 592 Ha of inundation area for 5 year return period of flood discharge. With overtopping of 1,26 m of 10 year return period flood discharge has caused 682 Ha inundation area, while 2,56 m overtopping has generated 912 Ha inundation area for 25 year return period of flood discharge. Effect of flood control structure on the outlet of bypass has generated 19 cm increase of water level.
Tipologi dan kualitas sumber-sumber air di Pulau Yamdena dan Selaru, Maluku Tenggara Barat Wulan Seizarwati; Heni Rengganis
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1517.754 KB) | DOI: 10.32679/jsda.v12i1.166

Abstract

Yamdena and Selaru Islands grouped in the cluster of Tanimbar Archipelago, West Southeast of Maluku. In this area, identified some water resources such as springs, dug wells, and rivers. Water quality study in this area is carried out in order to utilize water resources to support regional development of the small islands in Tanimbar Archipelago. The assessment of groundwater chemistry typology is performed to springs that potential to be developed, such as Wetemar, Wemomolin, Wesori, and Wetotote by using a classification method in Piper Trilinier Diagram. The assessment of water quality status and feasibility of utilization is performed to all type of water resources that has been identified and potential to be utilized. Physical and chemical parameters of water are obtained from direct measurement in field and laboratory testing. Analysis and evaluation results indicate that the typology of springs in Yamdena and Selaru Islands came from groundwater flow in the upper zone which was influenced by surface water. According to the laboratory testing results, almost water resources in Yamdena and Selaru Islands have not met yet the quality standard. The final results of this research are expected to be helpful for the further water utilization which is directed to make a sustainable utilization.
TIPOLOGI DAN KUALITAS SUMBER-SUMBER AIR DI PULAU YAMDENA DAN SELARU, MALUKU TENGGARA BARAT Seizarwati, Wulan; Rengganis, Heni
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Pusat Litbang Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32679/jsda.v12i1.297

Abstract

Pulau Yamdena dan Selaru termasuk ke dalam gugusan Kepulauan Tanimbar, Maluku Tenggara Barat. Di wilayah ini telah teridentifikasi sumber sumber air seperti mata air, sumur gali, dan sungai. Penelitian kualitas air di wilayah ini dilaksanakan dalam rangka pemanfaatan sumber sumber air guna mendukung pengembangan wilayah pulau-pulau kecil di Kepulauan Tanimbar. Penilaian tipologi kimia air tanah dilakukan terhadap mata air yang berpotensi untuk dikembangkan, seperti mata air Wetemar, Wemomolin, Wesori, dan Wetotote dengan menggunakan metode klasifikasi pada Diagram Piper Trilinier. Penilaian status mutu air dan kelayakan pemanfaatan dilakukan terhadap semua jenis sumber air yang teridentifikasi dan potensial untuk dimanfaatkan. Data parameter fisika dan kimia air diperoleh dari pengukuran langsung di lapangan dan pengujian di laboratorium. Hasil analisis dan evaluasi menunjukkan bahwa tipologi mata air di Pulau Yamdena dan Pulau Selaru berasal dari aliran air tanah zona atas yang dipengaruhi oleh air permukaan. Berdasarkan hasil uji Laboratorium hampir semua sumber air dari Pulau Yamdena dan Pulau Selaru belum memenuhi baku mutu berdasarkan PP No. 82 Tahun 2001 Kelas I dengan status mutu tercemar. Hasil akhir dari penelitian ini diharapkan dapat membantu dalam pendayagunaan air selanjutnya yang diarahkan untuk mewujudkan pengembangan pemanfaatan yang berkelanjutan.
HUJAN RENCANABERDASARKAN ANALISIS FREKUENSI REGIONAL DENGAN METODE TL-MOMENT Ginting, Segel Hendrycus
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Pusat Litbang Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1652.031 KB) | DOI: 10.32679/jsda.v12i1.290

Abstract

Hujan rencana dengan menggunakan analisis frekuensi regional memberikan keuntungan pada sekelompok data yang memiliki jumlah data terbatas. Data minimal yang digunakan dalam menghitung besarnya hujan rencana memiliki tingkat kesalahan yang sangat besar untuk hujan rencana pada periode yang sangat tinggi. Oleh karena itu, maka digunakan analisis frekuensi regional berdasarkan pendekatan TL-momen. Jenis distribusi yang digunakan terdiri dari tiga yaitu Generalized Extreme Value (GEV), Generalized Pareto (GPA) dan Generalized Logistic (GLO). Dari ketiga jenis distribusi yang digunakan hanya Generalized Extreme Value (GEV) dan Generalized Logistic (GLO) yang mendekati nilai rata-rata regionalnya berdasarkan TL-Moment Ratio sementara berdasarkan hasil pengujian Z distribusi menunjukkan Generalized Extreme Value (GEV) memberikan hasil yang terbaik. Dengan demikian, maka hujan rencana yang dihitung berdasarkan analisis frekuensi regional di DAS Jakarta menggunakan Generalized Extreme Value (GEV) telah dapat ditentukan.
Studi karakteristik gerusan lokal pada beberapa tipe pilar jembatan Sarwono Sarwono
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1718.525 KB) | DOI: 10.32679/jsda.v12i1.167

Abstract

The local scouringcharacteristicsuroundings several bridge pillars forms have a different characteristics, some forms of pillars of the bridge are considered optimum when equipped with the data: discharge, slope of riverbed, material, and on the same flow direction, that will produce the most shallow scouring. The objective of this study is to find the form of pillars that will generate the most superficial scouring. The study is conducted at the Laboratory of River in Surakarta. The used flume has length of 10.00 m, width 0.40 m and height of 0.40 m. The forms of pillar studied are two cylindrical pillars, sheet pile and full walls pillar. The slope of the riverbed (i) are varied, there are three: 0.006, 0.0125 and 0.020. The flow discharge rate there are five variations: 5,37 m3/s, 8,94 m3/s, 12,52 m3/s, 14,31 m3/s, 17,89 m3/s. Land was used at material for river bed, and, there are three kinds of value D50: 0.60 mm, 0.80 mm and 1.00 mm. The research method includes: a field survey, two dimension physical model test with 1:20 scale.The results showed for each pillar shapes have different characters. The deepest scouring suroundings the pillar beside the point, at the beginning of the first minute to the 20th minute in a sudden deep scour the riverbed and form of river bed suroundings are the pillars up and down irregularly. In the 20th minute until the end of the stream scouring decreased almost linearly lines are horizontzl. In general the pile type pillars was found to cause the minimum scouring than other pillar shapes.
SIMULASI GENANGAN BANJIR MENGGUNAKAN DATA ASTER DEM FLOOD INUNDATION SIMULATION USING ASTER DEM DATA slamet, nuryanto sasmito; sarwono, sarwono
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Pusat Litbang Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32679/jsda.v12i1.294

Abstract

Sungai Cilemer merupakan sungai yang bermuara ke Teluk Lada, berlokasi di bagian pantai barat Kabupaten Pandeglang, Provinsi Banten. Pengaruh pasang surut air laut, debit banjir yang tinggi serta pemukiman yang berada di bantaran sungai menyebabkan banjir menggenangi pemukiman warga setiap tahunnya. Untuk mengetahui tinggi limpasan banjir yang terjadi serta luas genangan akibat banjir, maka pemodelan numerik sungai serta pemodelan genangan banjir dilakukan. Pemodelan numerik sungai dilakukan dengan menggunakan data penampang melintang yang ada, hasil pemodelan ini di integrasikan dengan Graphical Information System (GIS) untuk mengetahui luas genangan yang terjadi. Data masukan untuk GIS berupa data Digital Elevation Model yang berasal dari Advanced Spaceborne Thermal Emission and Reflection Radiometer Digital Elevation Model (ASTER DEM). Hasil pemodelan numerik menunjukkan kapasitas Sungai Cilemer Hulu mencapai 210 m3/s, sedangkan pada segmen hilir hanya 100 m3/s. Hasil simulasi menunjukkan dengan limpasan 0,96 m maka luas genangan banjir 2 tahunan sebesar 546 Ha. Limpasan banjir 1,1 m menyebabkan luas genangan banjir 5 tahunan sebesar 592 Ha. Limpasan banjir 1,26 m membuat genangan banjir 10 tahunan seluas 682 Ha, sedangkan limpasan 2,56 m menjadi genangan seluas 912 Ha untuk debit banjir 25 tahunan. Pengaruh bangunan pengendali banjir di dekat muara sudetan menyebabkan kenaikkan muka air sebesar 19 cm.
Cover JSDA Mei 2016 COVER JSDA Mei 2016
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (977.648 KB) | DOI: 10.32679/jsda.v12i1.394

Abstract

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Perunutan aliran sungai bawah tanah dalam rangka pengembangan sumber daya air daerah karst Heni Rengganis; Wawan Herawan; Wulan Seizarwati
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1282.047 KB) | DOI: 10.32679/jsda.v12i1.163

Abstract

Tracer technique is widely known as one of the methods used to find the relationship between the cave or underground river system in karst areas of South Blitar. In karst area of south blitar karst areas a number of water sources such as springs, underground river, and some streams out into the South Sea trace connections amongtracing the flow of underground river using tracer technique has been implemented with the aim to obtain data and information on flow systems around Umbul Tuk caves, so that water resources can be further developed as a value-added utilization of raw water supply in Blitar. Testing was conducted using artificial tracer material in the form of common salt NaCl and measurements were performed using a measuring instrument electrical conductivity (EC ). The measurement results indicate the existence of an underground river channel that connects Rowo with Umbul Tuk, with a flow rate of Umbul Tuk canal towards the South Sea of 360 l/s (March 2012), which has the potential to be exploited. Utilization of this flow, in addition to the needs of local people, and potentially also for fulfilling the needs of the new tourism in Pangi coast of the South Sea, which at present is still not developed.
Hujan rancangan berdasarkan analisis frekuensi regional dengan metode tl-moment Segel Ginting; William M Putuhena
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1695.309 KB) | DOI: 10.32679/jsda.v12i1.160

Abstract

The designstorm wereestimated by applying the regional frequency analysis provides benefits to a datasetwith limited amount of data has many advantages. Minimum data used in calculating the amount of design stromhas a very large error for higherreturn period. Therefore, the regional frequency analysis was used based on TL-moments method. There arethree types of probability distributions used in this study, namely the Generalized Extreme Value (GEV), Generalized Pareto (GPA) and the Generalized Logistic (GLO). Two of the three typesprobability distributions are the best choice by the TL-moment ratio diagrams which are Generalized Extreme Value, and Generalized Logistic. Ananother analysis wasconducted by the Z test and the Generalized Extreme Value (GEV) gives the best results. Therefore, the designs strom which was estimated based on the regional frequency analysis in Jakarta watersheds using the Generalized Extreme Value (GEV) has been determined.
ANALISIS KEBERLANJUTAN UPAYA PENGENDALIAN PENCEMARAN AIR DI ZONA HULU SUNGAI CITARUM DENGAN MODEL MULTI DIMENSIONAL SCALLING A. Yusuf, Iskandar
JURNAL SUMBER DAYA AIR Vol 12, No 1 (2016)
Publisher : Pusat Litbang Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32679/jsda.v12i1.293

Abstract

Sungai Citarum merupakan sungai terbesar di Provinsi Jawa Barat, tingginya fungsi dan manfaat sungai ini telah dibangun tiga waduk kaskade raksasa: Saguling-Cirata-Jatiluhur yang menghasilkan 1.650 MW dan mengairi sawah irigasi teknis lebih dari 240.00 ha melalui Saluran Tarum Barat, Tarum Timur dan Tarum Utara. Berbagai upaya dalam penataan peraturan-perundangan serta penataan institusi atau lembaga pelaksananya berbagai program pemerintah yang melakukan pengendalian pencemaran air (PPA) dalam rangka pemulihan kualitas air sungai Citarum. Berbagai hasil studi telah disajikan yang menyatakan parahnya tingkat pencemaran air sungai Citarum disebabkan telah terlampauinya daya tampung beban pencemara air (DTBPA), namun disisi lain perizinan pembuangan air limbah terus berjalan tanpa menghiraukan kondisi faktualnya. Untuk mengetahui rencana solusi pemulihan kualitas air sungai Citarum dalam penelitian ini bertujuan untuk menganalisis status keberlanjutan pelaksanaan pengelolaan kualitas air khususnya upaya PPA di Sungai Citarum dengan metode Multi Dimensional Scalling yang meliputi dimensi: Kebijakan, Teknis, Ekonomi, Sosial-Budaya, Penegakan Hukum dan Dukungan Pemangku Kepentingan. Adapun hasil kajian untuk kondisi eksisting tahun 2015 bahwa semua dimensi kurang berkelanjutan, namun untuk perkiraan tahun 2030 dan 2050 dimensi teknis meningkat signifikan mencapai status sangat berkelanjutan yang diikuti oleh dimensi lainnya mencapai status cukup berkelanjutan. Hasil analisis ada indikasi bahwa dimensi teknis dapat dikembangkan lebih mudah dari pada lainnya dan yang tersulit adalah dimensi ekonomi. Untuk meningkatkan status berkelanjutan yang lebih efektif perlu memacu atribut-atribut sensitif hasil dari analisis leverage dengan memperhatikan pula keseimbangan atribut lainnya pada setiap dimensi.

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