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INDONESIA
JURNAL SUMBER DAYA AIR
Published by Puslitbang Sumber Daya Air
ISSN : 19070276     EISSN : 2548494     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 7 Documents
 1 
Search results for , issue "Vol 6, No 2 (2010)" : 7 Documents clear
Model Perhitungan Daya Tampung Beban Pencemaran Air Danau Dan Waduk Badruddin Macbub
JURNAL SUMBER DAYA AIR Vol 6, No 2 (2010)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1913.925 KB) | DOI: 10.32679/jsda.v6i2.411

Abstract

Indonesia has various types of lakes and reservoirs. The total number of lakes and reservoirs larger than 10 ha is about 521 with total area 491.724. Ha. Some of the lakes and reservoirs face environmental problems caused by water pollution. However, implementation of water quality management and water pollution control regulations needs calculation of the Pollution Load Carrying Capacity (PLCC) as basis to consider the permitted load. A model to calculate PLCC for lakes or reservoirs was developed and regulated according to the Decree of the Minstry of Environment No. 28, 2009. The author has developed the PLCC model and implement it in two lakes, four reservoirs and five ‘situs’ (very small lake), and has developed also the Lymnoqual version 01 software produced by Ecoterra Multiplan. This model is of zero dimension (completely stired tank model), very simple and practical for quick calculation. Based on the model, pollution load inLindu Lake has to be reduced 60.87% to fulfill the PLCC of 38,297 kg P/year; whereas the Maninaju Lake 74.0% to meet PLCC of 223,375 kg P/year and reducing the total number of fish cages from 10.000 to be 2.000. Reservoirs in West Java need water pollution control to meet the PLCC. The reservoirs Saguling has to reduce the number of fish cages with 48,1% (from 6.980 to 3.621 units), Cirata 85.9% (from 49.985 to 7.037 units), Jatiluhur 57.7% (from 15.810 to 6.692 units), and Darma 71.2% (from 200 to 58 units).
Penelitian Pengolahan Air Sungai Yang Tercemar Oleh Bahan Organik Yayu Sofia
JURNAL SUMBER DAYA AIR Vol 6, No 2 (2010)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1327.797 KB) | DOI: 10.32679/jsda.v6i2.412

Abstract

In the water quality management, besides monitoring it is also need to treat polluted river water. The treatment of polluted river water can be done by physical method such as reaeration, precipitation and filtration. The research on treatment of polluted river water (River Cimuka) was conducted at Desa Sukabirus, Kecamatan Margaasih, Kabupaten Bandung. There are 3 systems to be studied in this research that is reaeration, precipitation dan filtration. The result shows that the most suitable system for river water teratment is the aeration system, that is to pass to blocking wall reaeration chanel.Data from this research show that the river water treatment system can increase thedissoleved oxygen up to 300% and decreasing the organic pollutant in the form of KMnO4 value 11%, 20% of BOD and 12% of COD. The other pollutan such as suspended solid also decrease up to 26%, 23% for turbidity up to 23% and total ammonia up to 33%.
Identifikasi Keberadaan Cekungan Air Tanah Ciomas, Bogor, Berdasarkan Hasil Pendugaan Geolistrik Tatang Padmawidjaja
JURNAL SUMBER DAYA AIR Vol 6, No 2 (2010)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2260.777 KB) | DOI: 10.32679/jsda.v6i2.413

Abstract

Geoelectric research to estimate soil water basins and aquifers have been conducted in the area Ciomas District, Bogor Regency. The geology in this location including the Bogor Basin and Bogor linemen, with rocks that occupy it is Volcanic of Quaternary rocks of the Formation of Bojongmanik. Formation of Bojongmanik consists of coarse sand to fine clay and calcareous rocks. Resistivity shows the boundary curves at depths greater than 200 meters which indicate the boundary between areas of conductive and resistive. The resistivity has a value smaller than 10 ohm m of sandy clay material as a mineral deposit groundwater. Based on resistivity data is that the area Ciomas is rare soil water aquifer that is trapped in the layers of clay and layers which in impermeable.
Penerpan Regional Environmental Simulator (RES) Untuk Simulasi Dinamika Muara Perairan Semarang Fitri Riandini
JURNAL SUMBER DAYA AIR Vol 6, No 2 (2010)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1434.375 KB) | DOI: 10.32679/jsda.v6i2.409

Abstract

Estuaries are multi-functional environments. Their eco-system is of great importance for wildlife; wetlands are often found, serving as a nursery for fish and birds. At the same time, human activity in estuaries is high, often stressing the ecological function of these environments. Because estuaries (where a river enters the sea) are conveniently situated for trade, estuarine environments have nearly always been densely populated areas. Availability of fresh water for cooling water or washing equipment makes high possibility of wasting waters. One of parameter which is harmful for water environment is sediment in huge contains. Some problems will appear, such as high turbidity which is blocking sun shine, sedimentation, or closing river mouth.Semarang is capital city of Central Java Province, located at northern part of this province. As a coastal city a lot of rivers ended at Semarang coastal water and transport the sediment. One of effect of sediment transport is sedimentation and further morphological change.In this study a 3-dimensional hydrodynamics and sediment transport model (ECOMSED) as a part of system called Regional Environmental Simulator (RES) have applied to simulate estuary dynamic of Semarang coastal waters, especially around Kali Garang. The model can be used to predict environment condition and disaster prevention. Simulation results shown that circulation of Semarang coastal water dominated by river discharge rather than sea tide, and transport the sediment from river to the coast.
Pemodelan Air Tanah Di Cekungan Air Tanah Umbulan Dengan Visual MODFLOW Premium 4.3 Segel Ginting
JURNAL SUMBER DAYA AIR Vol 6, No 2 (2010)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1690.985 KB) | DOI: 10.32679/jsda.v6i2.414

Abstract

Umbulan wellspring is a water primary source for Surabaya region. It’s importance for people in Surabaya, so this wellspring flowing awakes continuously every years. To see behavior to change of water table happened in Umbulan Groundwater Basin has been done by groundwater modelling with Visual MODFLOW Premium 4.3 programs. These Programs has calibrated before used to groundwater modeling. Groundwater modelling analysis has done up to 2006 year and obtained water table condition result. Based on water table result in the year 2006, so it’s done scenario by increasing pumpings number for whole location either in quantity and also in region. This Scenario resulted drowdown larger ones at scenario I up to scenario III is compared with drowdown happened at scenario IV up to scenario VI.
Hydrological, Geological And Chemical Assessment Of Bouinenc Catchment, South Of France Samuel Jonson Sutanto
JURNAL SUMBER DAYA AIR Vol 6, No 2 (2010)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1745.13 KB) | DOI: 10.32679/jsda.v6i2.410

Abstract

Bouinenc catchment assessment has been carried out during field work in the South of France. This catchment assessment consists of field surveying, data collection, measurement, processing, and analysis based on hydrology, geology and chemistry condition. Moreover, EC routing has been done in this catchment along the Bouinenc. Result shows that during the observation period (June 1st until June 8th, 2010), the discharges are decreasing both in Upstream (Chap village) and in the Downstream. EC values at measurement location in downstream are increasing and have diurnal cycle depend on temperature. The potential evapotranspiration varies from above 4 to 7 mm/day during the measurement. Based on the geology map and survey, the majority of this study area is black marls and limestone formation from the Jurassic period. The springs are mainly located in the contact zone of the different layers and also in some cases due to faults. Water type in this area primarily is calcium bicarbonate from the marls and limestone formation. EC routing result shows that there is no significant interaction between surface water and groundwater. In addition, discharges from tributary rivers are not sufficient to influence the main river.
Perilaku Dan Keamanan Bendungan Manggar, Kalimantan Timur Carlina Soetjiono
JURNAL SUMBER DAYA AIR Vol 6, No 2 (2010)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1927.187 KB) | DOI: 10.32679/jsda.v6i2.422

Abstract

A safety evaluation of the Manggar dam in East Kalimantan has been carried out based on a combination of field inspection, instrument evaluation from 2004 to 2007 and a slope stability analysis during the research program of the year 2008. The results of the evaluation are then presented in the form of total risk index (IRtot) and dam safety value (Naman). The Manggar dam has a total risk index (IRtot) of 20,18 and a dam safety value (Naman) of 76,80, which meant that the dam was in a satisfied condition. The stability analysis presents that the upstream and down stream of dam was stable in a normal condition as well as in an abnormal (flood and earthquake) condition, so that there is no needs for further action of improvement of investigation as well as design and construction of the dam.

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