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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 6 Documents
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Search results for , issue "Vol 13, No 2 (2017)" : 6 Documents clear
Cover JSDA Nov 2017 COVER JSDA Nov 2017
JURNAL SUMBER DAYA AIR Vol 13, No 2 (2017)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (952.531 KB) | DOI: 10.32679/jsda.v13i2.392

Abstract

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Informasi peramalan banjir menggunakan data hujan dari satelit Pian Sopian Amsori; Tasya Asyantina; Radhika Radhika
JURNAL SUMBER DAYA AIR Vol 13, No 2 (2017)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2529.575 KB) | DOI: 10.32679/jsda.v13i2.210

Abstract

Flood disaster is one of the natural disasters that always occur in various regions in Indonesia. One of the causes is the high rainfall that often occurs in all regions in Indonesia. In order to minimize the losses caused by the disaster, it is necessary to make information system of flood forecasting that is disseminated to relevant stakeholders in every area of water resources management which is limited by river area. This paper presents a flood early warning information system that informs the potential for floods for up to two days ahead, using inputs in the form of static data (socio-economic vulnerability map, flood hazard map and land slope map) and dynamic data (TRMM rainfall and forecasting data). The method used is to overlay static and dynamic data on FEWS (Flood Early Warning System) software and with certain limitations in determining the potential of flood generating output in the form of map of potential flood information in every region in Indonesia for today condition up to two days ahead. The objective of a flood early warning information system is to present flood early warning information in Indonesian Territory and the result is expected to be used by the stakeholders in facing the flood-related threat in their area.
Perencanaan lokasi mini sabodam untuk pengendalian sedimentasi pada Calon Waduk Ciawi, DAS Ciliwung, Indonesia Santosa Sandy Putra; Soewarno Soewarno; Dwi Kristianto
JURNAL SUMBER DAYA AIR Vol 13, No 2 (2017)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2053.395 KB) | DOI: 10.32679/jsda.v13i2.172

Abstract

Sediment management in The Upstream Ciliwung Watershed is a key to the maximum storage function achievement of The Proposed Ciawi Reservoir. The sediment that is potentially decrease the reservoir storage can be detained before it enters the reservoir by the mini sabodam construction. The small storage capacity of the mini sabodam makes the structure easy to be build. Moreover, mini sabodam does not extremely change river beds profile so that the river biota can still migrate from the downstream to upstream. This research was focused on the proposed location of the mini sabodam mapping in The Upstream Ciliwung Watershed based on sediment balance analysis in the watershed. The sediment balance analysis in the watershed was simulated by Soil and Water Assessment Tool (SWAT) numeric model, which were based on the slope condition, the soil physical characteristics, and the land cover. The Upstream Ciliwung area was classified into several HRU (Hydrological Response Unit). Each of them represents the area response to any rain event. After passing through the validation process, the model was used for measuring the sedimentation rate at the projected mini sabodam location. This research resulted technical frameworks related to the arrangement, the storage capacity, and the sediment dredging scenarios of the mini sabodam that must be conducted by communities and the river authority. The final results of this research are technical references toward the Proposed Ciawi Reservoir sedimentation control masterplan improvement.
Penerapan model kendali mutu data hidrologi dalam rangka peningkatan kualitas data Mirwan Rofiq Ginanjar; Sri Mulat Yuningsih
JURNAL SUMBER DAYA AIR Vol 13, No 2 (2017)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2270.724 KB) | DOI: 10.32679/jsda.v13i2.218

Abstract

Planning and management of water resources are dependent on the quality of hydrological data. Hydrological data plays an important role in hydrological analysis. The availability of good and qualified hydrological data is one of the determinants of the results of hydrological analysis. However, the facts indicate that many of the available data do not fit their ideal state. To solve this problem, a hydrological data quality control model should be established in order to improve the quality of national hydrological data. The scope includes quality control of rainfall and discharge data. Analysis of the quality control of rainfall data was conducted on 58 rainfall stations spread on the island of Java. The analysis shows that 41 stations are good categorized, 14 stations are in moderate category and 3 stations are badly categorized. Based on these results, a light improvement scenario was performed, good category Station increased to 46 stations, moderate category decreased to 11 stations and bad category reduced to 1 Stations. Quality control of discharge data analysis was conducted on 14 discharge stations spread on Java Island. Analyzes were performed for QC1, QC2 and QC3 then got final QC value. The results on the final QC show no stations for good category, 2 stations for moderate categories and 12 stations for bad category. Based on the results of the analysis, a light improvement scenario was performed with the result of bad category increased to good category 5 stations, bad category increased to moderate 7 stations, and moderate category 1 stations.
Penentuan hydrologic soil group untuk perhitungan debit banjir Di Daerah Aliran Sungai Brantas Hulu Anri Noor Annisa Ramadan; Wanny K Adidarma; Bambang Adi Riyanto; Kamsiyah Windianita
JURNAL SUMBER DAYA AIR Vol 13, No 2 (2017)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2177.82 KB) | DOI: 10.32679/jsda.v13i2.205

Abstract

Dams are planned and built to be used for water resources activities. Besides the benefits, there were a great danger if the inability of the dam structure to holding the flood is available. The choice of the right method for the magnitude of the plan flood is part of the dam security. Problems that occurred in Indonesia former record data from AWLR is not available. One method of losses flood modeling is NRCS-CN. Moreover, this method can be used for areas without flood hydrograph or reservoir water leveldata, however rainfall record data is available. In CN's determination, Indonesia does not have a HSG (Hydrologic Soil Group) map that needs to be made from another soil map like HWSD. The research was conducted using CN method using land map (HWSD), land use (BAPPEDA). Losses were carried out with HEC-HMS model. The study was conducted in the Upper Brantas basin withSutai Dam outlet. The simulation was done by calibrating the water level. HSG groups obtained from HWSD maps in Upper Brantas basin are A (loamy sand), B (loam), and D (clay). Determination of HSG from HWSD soil map with NRCS-CN loss method and NRCS UH resulted the best calibration of AMC II and ? = 0.2 in March 2007 (RMSE = 0,55) and AMC II and ? = 0.05 December 2007 (RMSE = 0.65).
Perhitungan ketersediaan air permukaan di Indonesia berdasarkan data satelit Radhika Radhika; Rendy Firmansyah; Waluyo Hatmoko
JURNAL SUMBER DAYA AIR Vol 13, No 2 (2017)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2176.154 KB) | DOI: 10.32679/jsda.v13i2.206

Abstract

Information on water availability is vital in water resources management. Unfortunately, information on the condition of hydrological data, either river flow data, or rainfall data is very limited temporally and spatially. With the availability of satellite technology, rainfall in the tropics can be monitored and recorded for further analysis. This paper discusses the calculation of surface water availability based on rainfall data from TRMM satellite, and then Wflow, a distributed rainfall-runoff model generates monthly time runoff data from 2003 to 2015 for all river basin areas in Indonesia. It is concluded that the average surface water availability in Indonesia is 88.3 thousand m3/s or equivalent to 2.78 trillion m3/ year. This figure is lower than the study of Water Resources Research Center 2010 based on discharge at the post estimated water that produces 3.9 trillion m3/year, but very close to the study of Aquastat FAO of 2.79 trillion m3 / year. The main benefit of this satellite-based calculation is that at any location in Indonesia, potential surface water can be obtained by multiplying the area of the catchment and the runoff height.

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