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All Journal POROS TEKNIK Cerucuk. Prodi S1 T. Sipil. Buletin Profesi Insinyur Jurnal Teknologi Berkelanjutan JOURNAL OF WETLANDS ENVIRONMENTAL MANAGEMENT
Maya Amalia
Universitas Lambung Mangkurat
Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation

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Analisa Parameter Hidraulik Pada Sungai Veteran Kota Banjarmasin Harisnor, Al; Amalia, Maya
POROS TEKNIK Vol. 8 No. 2 (2016)
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/porosteknik.v8i2.374

Abstract

Sungai sebagai urat nadi perekonomian dan jalur utama drainase pada kota Banjarmasin menjadi prioritas dalam perencanaan pembangunan kota jangka panjang.Oleh karena itu maka perlu adanya penelitian untuk memberikan inventarisasi data parameter hidraulik Sungai. Sungai Veteran selain berfungsi sebagai drainase alami jugasebagai aset pariwisata kota Banjarmasin. Dalam penelitian ini dilakukan survey lapangan terhadap parameter hidraulik sungai. Pengambilan data kecepatan dan bentuk penampangsungai yang akan digunakan dalam menghitung kapasitas sungai. Kecepatan sungai digunakan dengan metode Manning. Hasil analisa total panjang sungai 1,219 km(dari titikawal pengukuran sampai simpang pasar Kuripan), lebar sungai berkisar antara 4-30 meter dan kedalaman sungai antara 0,4-3 meter, kemiringan rata-rata dasar sungai adalah sebesar 0,00096, serta dengan kapasitas penampang sungai antara 0,347-33,916 m3/s.
WATER SYSTEM OF THE RIVER IN URBAN AREAS THAT AFFECTED BY THE INFLUENCE OF THE TIDES CASE STUDY: TELUK DALAM RIVER IN BANJARMASIN Widiastuti, Endah; Noor, M. Azhari; Amalia, Maya
CERUCUK Vol 3, No 1 (2019): CERUCUK VOL. 3 NO. 1 JANUARY 2019
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v3i1.1102

Abstract

Teluk Dalam River is one of the small rivers lays in Banjarmasin. However, when the tides occur, some places such as houses and roads that located around the riverbanks still run into puddles and water system that still need to regulated again. This final project discusses about the water system in urban area that affected by the tides.The method used is the field research in the form of geometrical data every 50 meters conducted along the river, tidal data for 15 days and speed river data. Geometrical data that used is the geometrical data every 100 meters, then that data were input in Autocad Landekstop 2009 to get cross sections and long sections of the river. The tidal data were analyzed through Admiralty method and Worldtides application that will get the results of tidal harmonic constants such as number of Formzahl, MSL, MHHWS, etc. Then the tidal analysis results with the highest elevation MHHWS to be input on river sectional in Autocad. So, we will get cross and long sections of the river that run into tidal water run off and will get a safe levee elevation plans. Digitization of Teluk Dalam river watershed also conducted to determine the land use in the watershed of the river Teluk Dalam.  The Results of the research showed Teluk Dalam River length is 3.55 km, The number of stations that were flooded due to tidal as many as 3 for admiralty method and 16 for worldtides of the total 35 stations, with the water level varied. And for the water system need to clean up the river, raising the riverbanks, and management of  water buildings in Teluk Dalam River.   .Key Words :     Teluk Dalam River, Water Sytem, Channel Cross Section, Tides, Worldtides
Analisa Parameter Hidraulik Pada Sungai Veteran Kota Banjarmasin Al Harisnor; Maya Amalia
POROS TEKNIK Vol. 8 No. 2 (2016)
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/porosteknik.v8i2.374

Abstract

Sungai sebagai urat nadi perekonomian dan jalur utama drainase pada kota Banjarmasin menjadi prioritas dalam perencanaan pembangunan kota jangka panjang.Oleh karena itu maka perlu adanya penelitian untuk memberikan inventarisasi data parameter hidraulik Sungai. Sungai Veteran selain berfungsi sebagai drainase alami jugasebagai aset pariwisata kota Banjarmasin. Dalam penelitian ini dilakukan survey lapangan terhadap parameter hidraulik sungai. Pengambilan data kecepatan dan bentuk penampangsungai yang akan digunakan dalam menghitung kapasitas sungai. Kecepatan sungai digunakan dengan metode Manning. Hasil analisa total panjang sungai 1,219 km(dari titikawal pengukuran sampai simpang pasar Kuripan), lebar sungai berkisar antara 4-30 meter dan kedalaman sungai antara 0,4-3 meter, kemiringan rata-rata dasar sungai adalah sebesar 0,00096, serta dengan kapasitas penampang sungai antara 0,347-33,916 m3/s.
DRAINAGE SYSTEM DESIGN INTERNATIONAL AIRPORT SYAMSUDIN NOOR Ahmad Fadhillah; M. Azhari Noor; Maya Amalia
CERUCUK Vol 1, No 1 (2017): CERUCUK VOL. 1 NO. 1 JANUARI 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i1.891

Abstract

Location studies Syamsudin Noor city is located in the city Banjarbaru, South Kalimantan. Poor drainage systems can cause waterlogging that may interfere with the function of airports. Is devoted to the planning of drainage channels to avoid puddles on the runway (runway).Rainfall data is processed by analyzing the frequency, which is the chosen distribution Log Pearson III. After it was made curved rainfall intensity using rational formula for some period of 5 years return period. Analyses were performed per Segmentst adjusted with drainage coefficient of each Segmentst to obtain a discharge plan.After analyzing the obtained Qmaks worth 5,101 m3 / s, the existing drainage channel is still able to accommodate the discharge plan. Then do the economic planning of drainage channels, obtained H = 1.4m and B = 1m for trunking and H = 0.8 m and B = 0.7m for the trapezoidal channel.Keywords: Syamsudin Noor Airport, runway, drainage
RIVER CAPACITY ANALYSIS AFFECTED BY THE TIDE Akhmad Taruna Rasyidi; Maya Amalia; M. Azhari Noor
CERUCUK Vol 1, No 3 (2017): CERUCUK VOL. 1 NO. 3 MARCH 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v1i3.902

Abstract

Anjir Mulawarman is one of the canals in Banjarmasin. Anjir Mulawarman has a geometric shape that is straight with the street on both sides and riverbanks form gravity retaining wall. However, when the tide is still some places such as houses and streets that were around the riverbanks run into puddles. This final project discusses about the capacity of each cross-section of the river are experiencing water runoff when the high tide and also plans riverbank that safe against the tide.The method used is the field research in the form of geometrical data every 50 meters conducted along the river and tidal data in the upstream and downstream for 15 days through Admiralty. The field data were analyzed through a support program HEC-RAS 5.0 will get a cross-section tide experiencing water runoff and will get a safe levee elevation plans.The Results of the research showed that Anjir Mulawarman is 1.88 km, the river channel width is 16-39 meters, and the channel depth is 2.28 to 3.66 meters. The number of stations that were flooded due to tidal  as many as 14 of the total 39 stations, with the water level varied from 6 cm to 20 cm in the riverbank area including houses and streets. This cross-sectional capacity of 14 stations are not able to accommodate the tide, so it will planning levee or raising the banks to at least 7.5 meters above sea level elevation. Keyword : Anjir Mulawarman, Channel Cross Section, Tide, HEC-RAS 5.0
Analisis Karakteristik Curah Hujan di Kota Banjarbaru Berdasarkan Data Stasiun Klimatologi Banjarbaru Elma Sofia; Maya Amalia
Jurnal Teknologi Berkelanjutan Vol 10 No 01 (2021): Vol 10 No 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (438.864 KB) | DOI: 10.20527/jtb.v10i01.192

Abstract

The characteristics of rainfall in Banjarbaru City can be known by analyzing rainfall data in Banjarbaru City. This rainfall analysis uses data from the Banjarbaru climatology station. By analyzing the characteristics of the rainfall in Banjarbaru City, it is expected to provide an overview of cropping patterns and estimation ofthe planting period. The resulting information is expected to help farmers anticipate and estimate and adjust crop planting schedules according to the climate during wet and dry months. In addition, from the calculation of the intensity of rainfall, the IDF curve will also be obtained, which can be a reference for calculating the planned flood discharge.
Analisis Kurva Lengkung Debit Sungai Martapura pada Pos Duga Air Gudang Tengah, Kecamatan Sungai Tabuk, Kabupaten Banjar Provinsi Kalimantan Selatan Maya Amalia; Febry Asthia Miranti; Meireinda Rahmadania
Buletin Profesi Insinyur Vol 5, No 2 (2022): Buletin Profesi Insinyur (Juli-Desember)
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/bpi.v5i2.126

Abstract

Impacts of Climate Change on Agriculture for Local Paddy Water Requirement Irrigation Barito Kuala, South Kalimantan, Indonesia Maya Amalia Achyadi; Koichiro Ohgushi; Toshihiro Morita
Journal of Wetlands Environmental Management Vol 7, No 2 (2019): July - December
Publisher : Center for Journal Management and Publication

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (511.52 KB) | DOI: 10.20527/jwem.v7i2.210

Abstract

Increasing rice consumption demand in Indonesia has provided serious problems such as food insecurity. Being the major staple food, rice production is the main priority of medium and long term development planning in Indonesia. Local rice production is strongly affected by climate conditions, especially in South Kalimantan. Nowadays, the world must adjust to climate change. One of significant effects of changing climate on agriculture is related to productivity. Evapotranspiration is the major cause of loss of water needed, for agricultural requirements. The crop requires effective irrigation system with adequate water amount. The main objective of this research is to analyze the water requirements for the irrigation units in Barito Kuala, South Kalimantan concerning local rice cultivation under the climate change scenarios. Supposed rainfall during the 2050s and 2090s are obtained from four downscaled circulated models and one model for projected temperature under CMIP5 with RCPs 8.5 scenario. Penman-Monteith method was used  to calculate the evapotranspiration value. Based on future effective rainfall water requirement is estimated.  The result shows the impact of climate change on the water irrigation requirement of local paddy cultivation are 56% and 25 % higher than current condition in July and September October respectively.
Co-Authors Ahmad Fadhillah Akhmad Taruna Rasyidi Al Harisnor Elma Sofia Endah Widiastuti, Endah Febry Asthia Miranti Harisnor, Al Koichiro Ohgushi M. Azhari Noor M. Azhari Noor, M. Azhari Meireinda Rahmadania Toshihiro Morita