Article Per Year (5 Year)
p-Index From 2020 - 2025
0.444
P-Index
This Author published in this journals
All Journal Professional : Jurnal Komunikasi dan Administrasi Publik Inersia : Jurnal Teknik Sipil
Martin, Roy
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
Kinerja Pegawai Kecamatan Merigi Sakti Kabupaten Bengkulu Tengah Dalam Pembuatan Surat Keterangan Tanah Martin, Roy; Imanda, Antonio; Sariningsih, Marida; Rikardo, Yanuar
Professional: Jurnal Komunikasi dan Administrasi Publik Vol 11 No 1 (2024): Juni
Publisher : UNIVED PRESS, Universitas Dehasen Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37676/professional.v11i1.6320

Abstract

This research purpose is to find out the performance of employees in creating land certificate at Merigi Sakti District of Seluma regency. This research is descriptive qualitative research. Data are collected by using interview, observation and documentation. In this researchthere are 4 informants, 2 people as key informants and the other 2 as main informant. This research use performance theory (Mahsum, 2006: 7) with results as below: 1. The input: in making land certificate, there was no any free people have to pay, everything is free because there was an instruction from regency government, 2. Process: in making land certificate, the process was not completed on time because the certificate finished more than one month and because of that society started not to believe with this officers, 3. The output, the officer doesn’t have target to indicate how many certificates must be finished because it depends an the number of requested people. 4. Outcome the quality of the certificate is better than before and the officers are skilled based on their skill background, 5. Benefit, the awareness level of society about the benefit from certificate are quite high almost all land have certificate personally, 6. Impact, the positive inpcat from having land certificate is about the legal low of private land ownership which regulated by laws of land by nation, the price of landis high and can be used as a collateral to finance department to simplity the loan.
ANALISIS DEBIT PUNCAK SUNGAI AIR TETAP KABUPATEN KAUR DENGAN PENDEKATAN METODE HIDROGRAF SATUAN SINTESIK (HSS) Martin, Roy; Fauzi, Muhammad; Amri, Khairul
Inersia: Jurnal Teknik Sipil Vol. 12 No. 1 (2020)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.12.1.30-36

Abstract

The  Tetap Watershed covers an area of 12967 hectares (Ha) and is located in Kaur Regency, Bengkulu Province. The purpose of this study was to obtain peak discharge due to the intensity of rainfall in the Fixed Watershed using the HSS Gama 1, HSS Nakayasu and HSS Snyder methods. Estimated amount of peak discharge is input material for water building planning. Hydrological analysis to obtain peak discharge in this way uses daily rainfall data for 10 years. Based on the calculation of the frequency distribution of the 3 rainfall methods, namely the Gumbel Type I distribution method, Pearson Log Type III, and Normal Log, the method used for the calculation of the planned rainfall is the Gumbel Type I Method with return periods 2, 5, 10, 25, 50 and 100 years, that is 87,566 mm; 114,867 mm; 132,940 mm; 155,782 mm; 172,785 mm and 189,543 mm. From the results of the hydrological analysis, the peak discharge in the Fixed Watershed using the HSS Gama 1 Method for return periods 2, 5, 10, 25, 50, and 100 years is 95.93 mm; 117.40 mm; 136.41 mm; 156.23 mm; 170.81 mm and 185.36. Nakayasu HSS method for return periods of 2, 5, 10, 25, 50, and 100 years in the amount of 90.65 mm; 126.21 mm; 142.92 mm; 160.76 mm; 185.05 mm and 202.45. Snyder HSS method for return periods of 2, 5, 10, 25, 50, and 100 years that is equal to 81.79 mm; 94.71 mm; 110.17 mm; 122.33 mm; 133.60 mm and 144.85. The Nakayassu HSS method, which is 202.45 m3 / second with a peak time of 2.57 hours, is the largest and for the Snyder HSS results the smallest of the two other methods, namely 144.85 m3 / second with a peak time of 5.732 hours.
Co-Authors Antonio Imanda, Antonio Khairul Amri Muhammad Fauzi Rikardo, Yanuar Sariningsih, Marida