Zakaria, Ahmad (2013) ANALISIS SENSITIFITAS DISTRIBUSI FREKUENSI KALA ULANG METODE PLOTTING POSITION. Rekayasa, Jurnal Teknik Sipil dan Perencanaan, 17 (3). pp. 195-206. ISSN 0852-7733
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Abstract
Frequency analysis method is the method of probability is often used in the field of civil enginee - ring. By using the method, events of the extreme values can be predicted. A standard techniques that often used in extreme value is plotting order-rangked data. Since a long time, researchers and practitioners doing the study to get the best method of the plotting position. The purpose of this research is to analyze the sensitivity of the frequency distribution of return pe - riod (Tr) and Log (Tr) of the plotting position methods. The Data used in this research is in the form of annual maximum daily rainfall data. Sensitivity analysis done by comparing statistical pa - rameters of multiple frequency distribution of return period (Tr), Log (Tr) and rainfall data. From the results of this study indicated that, the correlation of the distribution frequency when re - setting the Log (Tr) with the data of the annual maximum daily rainfall gives a much better result than on the frequency distribution of correlation times reset Tr with annual maximum daily rain- fall. This means that the use of the frequency distribution of the return period Log (Tr) will give more accurate extreme values.
Item Type: | Article |
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Uncontrolled Keywords: | annual maximum daily rainfall, return periode, correlation coefficient |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Fakultas Teknik (FT) > Prodi Teknik Sipil |
Depositing User: | Dr. Ahmad Zakaria |
Date Deposited: | 24 Mar 2023 01:31 |
Last Modified: | 24 Mar 2023 01:31 |
URI: | http://repository.lppm.unila.ac.id/id/eprint/49189 |
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ANALISIS SENSITIFITAS DISTRIBUSI FREKUENSI KALA ULANG
METODE PLOTTING POSITION. (deposited 30 Sep 2016 01:24)
- ANALISIS SENSITIFITAS DISTRIBUSI FREKUENSI KALA ULANG METODE PLOTTING POSITION. (deposited 24 Mar 2023 01:31) [Currently Displayed]
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