AbstrakRumah Tradisional Limas Palembang sebagai salah satu kearifan lokal (Genius Loci) yang ada di Palembang memiliki nilai dan makna sebagai salah satu pembentuk kehidupan masyarakat Palembang. Keberadaan nilai dan makna dalam kearifan lokal Rumah Trdisional Limas Palembang telah menjadi ciri khas peradaban kehidupan masyarakat Palembang sebagai bagian dari masyarakat Melayu. Tujuan dari penelitian ini adalah untuk melihat bahwa masyarakat Palembang sebagai bagian dari masyarakat Melayu jika dilihat dalam makna dan nilai yang ada dalam rumah tradisional. Penelitian ini menggunakan metode kualitatif deskriptif untuk melihat apa saja makna makna Local wisdom (Genius Loci) dirumah tradisional Palembang dan melihat keterikaitannya dengan adab dan kriteria masyarakat Melayu. Peneliti mendeskripsikan beberapa bagian dari rumah tersebut dan mencoba menggali makna dan nilainya dan di kaitkan dengan adab dan kriteria Masyarakat Melayu. Pada penelitian ini didapat kesimpulan beberapa unsur dan lingkup rumah Tradisional sesuai dengan kriteria masyarakat Melayu. Penelitian ini kedapannya diharapkan sebagai bukti bahwa adanya kaitan antara kebudayaan Palembang dengan kehidupan masyarakat Melayu Kata-Kata Kunci: Local Wisdom, Nilai dan Makna, Limas, Melayu VALUE AND MEANING OF TRADITIONAL HOUSE LIMAS PALEMBANG LOCAL WISDOM AS CRITERIA OF MALAY COMMUNITY Abstract Traditional House Limas Palembang as one of Local wisdom (Genius Loci) in Palembang has value as one of the forming community of Palembang. The existence of value and meaning in local wisdom from Traditional Limas house of Palembang has become the hallmark of a civilization of Palembang society life as part of Malay society. The purpose of this study is to see that Palembang community as part of Malay society when viewed in the meaning
The problem in obtaining rainfall data information is that the measurement results of rainfall from the measuring station are not recorded and areas are difficult to reach to measure rainfall directly. Lack of data availability and continuity of rainfall data is one of the obstacles in obtaining climatological information in South Sumatra. GPM satellites (Global Precipitation Measurement) need to be researched in order to overcome obstacles in obtaining rainfall measurement data in an area. This study aims to validate rainfall data from the GPM satellite and daily rainfall data from the measurement results of the Hellmen type automatic rain gauge located in the Hydraulics Laboratory of Sriwijaya University. Validation of rainfall data was carried out to determine the accuracy of the measurement results. Validation was carried out by the Root Mean Square Error Method and the Nash-Sutcliffe Method. The results of the validation showed a high correlation value for the average daily rainfall. The correlation coefficient value is 0,77, the RMSE value is 11,42 and the NSE value is 0,996. The results of the validation of these methods show a strong correlation between the measurement rainfall data in the field and the GPM satellite.
Rainfall data are widely used to predict regional rainfall. Limited rainfall data is a problem that has an impact on decreasing accuracy, one of which is in the area of South Sumatra. This can be overcome by using satellites. However, to utilize satellitebased rainfall data, it is necessary to carry out an analysis to determine the accuracy of rainfall data. This research aims to evaluate rainfall data from the GPM satellite and PERSIANN satellite with validation and calibration analysis so that the value of rainfall data from the Satellite is close to the measurement result and can be used to estimate monthly rainfall. In this study, the data used were measured monthly rainfall in the field, GPM, and PERSIANN obtained from 9 South Sumatra districts for 2019 until 2021. The research method was validated using correlation coefficient, Root Mean Square Error (RMSE), and Mean Absolute Error (MAE). Calibration is done using a combination method, a solver algorithm in Microsoft Excel, and manually. The estimated monthly rainfall analysis is carried out using the isohyet method with the IDW interpolation method. The research results were obtained based on the validation and calibration of monthly rainfall data showing that data from the GPM showing it is closer to the results of field rainfall measurements than the data obtained from PERSIANN satellite. Based on the results of research on satellite data that has been calibrated, it can be used to estimate monthly rainfall in the South Sumatra Region
UNSRI Bukit Besar has become a core area for decades that have a direct impact on the surrounding area, especially to the city's physical, economic, and social communities. The development and improvement of economic and social have triggered physical changes some urban elements that exist in the road corridor. The influence of this effect has some consequences for conflicts of interest in the use of road space. This research was conducted qualitatively by observing changes due to the existence UNSRI urban elements, which has occurred on the road corridors that restrict direct Campus Region. Mapping had been done to look at the physical condition that occurs when the lecture and after lecture and compare the results with theory and regulations. The results of this study as a reference in the control and development of the area as a result of the existence of Campus of UNSRI Bukit Besar.
According to Public Works Office of Palembang City, Buah Watershed is listed as one of priority areas that requires immediate flood management actions. Flat terrain, high rainfall intensity, tidal fluctuation worsens by massive land use change, are major causes that increase surface water runoff. Therefore, retention basins as one of technical solutions are expected to accommodate runoff discharge and reduce flood. This study aims to analyze the existing hydrological conditions of Buah watershed and to simulate the effectiveness of designed retention basins on peak flow reduction. Hydrological analysis using SCS Unit Hydrograph Model, HEC-HMS combine with spatial analysis using GIS in 26 subcatchment areas resulted on peak discharges range from 1,27 m3/s – 15,71 m3/s. Furthermore, there are 12 proposed retention basins within study area ranges from 0,580 Ha – 3,967 Ha that are designed to reduce the peak discharge. Simulation result of flood discharge reduction using HEC-HMS indicates that the effectiveness of retention basins in proposed locations varies from 0,03% - 80,05% depending on watershed areas, land availability, and the depth of retention basins.
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